Crane Girder Design Sheet - ASD 2005

(1)

ÑÒA ÑIEÅM: Ngöôøi Thuyeát Minh

HAÏNG MUÏC: CRANE RUN-WAY GIRDER Ngöôøi Kieåm:

Input data:

Rate Capacity of Crane: 3 RC = 3 MT

Span of Crane 15240 A= 15,240 MM

Bridge Weight: 3120 CW = 3.12 MT

Hoist + Trolley Weight: 0.32 HT = 0.32 MT

Wheel base: 1980 W = 1.98 m

End-truck length: 2490 N = 2.49 m

Number of End-truck wheel: 2 2

Service Classification (CMAA): A A

Method of Operation: Pendent Pendent

Number of Cycles of crane load: 100,000

Depth of Crane rail: 51 51.00 mm

Weight of Crane rail: 18 18.00 kg/m

Vertical Impact factor: I = 1.10

Span of Crane-runway girder: L = 8.00 m

Vertical Deflection: 1/600

Lateral Drift: 400

Yield Strength of Steel: 3,450

Modulus of Elasticity of Steel: E = 2,100,000

Poission's ratio of Steel: 0.30

Crane Wheel loads:

Maximium vertical Wheel load: 2,440 kgf

Maximium vertical Wheel load: 780 kgf

Side thrust in each end-truck wheel: 332 kgf

Tractive force: 244 kgf

Vertical load on column near trolley 4,276 kgf

Vertical load on column away from trolley 1,367 kgf

Crane lateral load on building columns T= 582 kgf

Crane longitudinal load on building columns = 428 kgf

Cross Section's Dimensions & Properties of Crane Girder:

V steel ( mm) 5

40 496 6 212 12 184 8 33,416 1,629

DESIGN RESULTS

Axial Compressive Strength: 488 =< 17,604 (kgf)

Flexural about x-x axis Strength: 8,990 =< 13,295 (kgf.m)

Flexural about y-y axis Strength: 1,020 =< 4,128 (kgf.m)

Shear Strength: 5,019 =< 30,548 (kgf)

Fatigue Strength of tension flange: 846 =< 2,277

Combined Strength Ratio: C.S.R. = 0.937 =< 1.000

Vertical Deflection: 0.740 =< 1.270 (cm)

Lateral Drift: 1.900 =< 2.000 (cm)

DESIGN OF CRANE-RUNWAY GIRDER

(ONE CRANE - SIMPLY SUPPORTED)

NW_b = No.C = d_r = w_r = [x/L] = [y/L] = Fy = kgf/cm2 kgf/cm2  = WL_max = WL_min = T₁ = T₂ = D_max = Dmin = Web height (mm) Web thickness (mm) Top-flange breadth (mm) Top-flange thickness (mm) Bottom-flange breadth (mm) Bottom-flange thickness (mm) Moment of Inertia (cm4₎ h_w t_w b_ft t_ft b_fb t_fb I_x I_y* P = Mx = My = Vy = Mx/Sx-t = (kgf/cm2) x = y = Buildings Metal Best BM

(2)

COÂNG TRÌNH: C.ty Nhaø Theùp Tieàn Cheá B.M.B Steel

Buildings Metal Best BM

DETAILING CALCULATION

1. Load effects (internal force)

Axial compression: P = 488 kgf

Bending moment about x-x direction: 8,990 kgf.m

Bending moment about y-y direction: 1,020 kgf.m

Maximum Vertical shear force: 5,019 kgf

2. Section Properties & Neutral axis

Element

Top flange 21.2 1.20 25.4 4.60 117.0 538.3

2 V steel 4.0 0.50 4.0 3.75 15.0 56.3

2 V steel 0.5 3.50 3.5 1.75 6.1 10.7

Total 32.94 138.1 605.3

Distance from V steel end to the neutral axis:

4.19 cm

Moment of Inertia of section:

612.00 33.00

- About y-y axis: 1,628.99

Element

Top flange 21.2 1.20 32.9 24.99 823.3 20575.1

Web 49.6 0.60 29.8 0.00 0.0 0.0

Bottom flange 18.4 0.80 14.7 -25.20 -370.9 9347.8

Total 77.4 452.3 29922.9

Distance from midpoint of the web to the neutral axis:

5.84 cm Moment of Inertia of section:

36,058.00 33,416.00

1,629.15 Section Modulus:

- About x-x axis - top side: 1,657.72

- About x-x axis - bottom side: 1,062.78

- About y-y axis: 153.69

Plastic Modulus:

- Distance from top side to neutral axis of Pls: 10.82 cm

- About x-x axis: 1,438.32

- About y-y axis: 199.80

Effective Section Area:

- For axial compression 44.31

- For vertical shear: 29.76

Radius of Gyration:

- About x-x axis: 20.78 cm

- About y-y axis: 5.14 cm

3. Check of Slenderness of Cross Section:

- Slenderness of Top flange: 17.67 =< 25.00

- Slenderness of Bottom flange: 23.00 =< 25.00

- Slenderness of Web: 82.67 =< 92.80

4. Check of Deflection & Drift:

Mx = M_y = V_y = Breadth (cm) Thickness(cm) Area Ai (cm2) Distance y'i (cm) A_i * y'_i (cm3₎ A_i * y'i2 (cm4₎ - About x₀-x₀ axis: I_x0 = _cm4 - About x-x axis: I_x = cm4 I_y = cm4 Breadth (cm) Thickness (cm) Area A_i (cm2₎ Distance y'_i (cm) A_(cmi * y'3₎i A_i * y'i2 (cm4₎ - About x0-x0 axis: Ix0 = cm4 - About x-x axis: Ix = cm4 Iy = cm4 I_y*₌ cm4 S_x-c = _cm3 S_x-t = _cm3 S_y*₌ _cm3 x + tft = Zx = cm3 Zy = cm3 A_eff = _cm2 A_web = _cm2 r_x = r_y = bft/tft = = [bft/tft] bfb/tfb = = [bfb/tfb] hw/tw = = [hw/tw] i i

A y

y

A









i i

A y

y

A









(3)

- Vertical Deflection (cm): 0.74 =< 1.27

- Lateral Drift (cm): 1.90 =< 2.00

5. Calculating of Design Strength:

- Slenderness ratio of member about x-x axis: 38.51

- Slenderness ratio of member about y-y axis: 155.66

Max(KL/r) = 155.66

- Slenderness of Top flange: 17.67 =< 20.95 (Compact or Non-compact Flange)

- Slenderness of Bottom flange: 23.00 > 20.95 Slender Flange

- Slenderness of Web: 82.67 > 36.76 855.42 J = 18.99 887,925.50 492.16 13,977.85 855.42 1,157.30 756.43 0.44 f = 663.39 21.20 cm 18.40 cm 49.60 cm 69.92 1.00 0.90 0.90 663.39 * Design compressive strength, <E7-1> (kgf): 17,603.59 kgf

- Slenderness of top flange: 17.67

- Slenderness limit for a compact flange: 18.75

- Slenderness limit for a non-compact flange: 31.09

- Slenderness of web: 82.67

- Slenderness limit for a compact web: 92.77

- Slenderness limit for a non-compact web: 140.63

Yielding of section <F2-1> 29,713.88 kgf.m

Yielding compression flange <F4-1> 29,713.88 kgf.m

Lateral torsional buckling <F4-1,2,3> 13,294.76 kgf.m

Yielding tension flange <F4-14> 29,713.88 kgf.m 13,294.76 kgf.m Where: <F4-9> 0.87 <F4-15> 1.35 6.01 cm <F4-5> 1,339.33 <F4-6> 2,211.82 800.00 cm <F4-7> 163.00 cm <F4-8> 606.57 cm

- Slenderness of Top flange: 17.67

x = x]

y = y]

a. Compressive Strength:

* Flexual Buckling case:

(KL/r)_x = (KL/r)_y = - Slenderness ratio of member:

b_ft/t_ft = b_fb/t_fb = hw/tw =

- Elastic critical buckling strees <E3-4> (kgf/cm2_): F_e = _kgf/cm2

* Torsional & Flexural-Torsional Buckling case:

- Torsional constant (cm4_): _cm4

- Warping constant (cm6_): C

w = cm6

- sqrt(r_o) (cm2_): _r

02 = cm2

- Elastic cr bl strees about x-x axis (kgf/cm2_): F_ex = _kgf/cm2 - Elastic cr bl strees about y-y axis (kgf/cm2_): F_ey = _kgf/cm2 - Elastic critical buckling strees (kgf/cm2_): F_ez = _kgf/cm2 - Elastic critical buckling strees <E4-5> (kgf/cm2_): F_e = _kgf/cm2

* Slender Coefficient (Q = Q_s.Q_a): k_c = kgf/cm2 b_e-c = b_e-c = h_e = Aeff = cm2 Qs = Qa = Q = Qs.Qa =

- Flexural buckling strees (kgf/cm2_): F_cr = _kgf/cm2

P_n2/c = b. Flexural Strength about x-x axis:

b_ft/t_ft = pf = pf = hw/tw = pw = rw = Mnx1/b = M_nx2/b = M_nx3/b = M_nx4/b = * Design flexural strength, <F1> (kgf.m): Mnx/b = R_pc = R_pt = rt = Fcr = kgf/cm2 FL = kgf/cm2 Lb = L_p = L_r = c. Flexural Strength about y-y axis:

(4)

COÂNG TRÌNH: C.ty Nhaø Theùp Tieàn Cheá B.M.B Steel

- Slenderness for a compact flange: 18.75

- Slenderness for a non-compact flange: 31.09

- Design flexural strength, <F6> (kgf.m): 4,127.63

- Slenderness ratio web: 82.67

0.83 6.36

- Design shear strength, <G1> (kgf): 30,547.74 kgf

1.20E+10 1,100.00 2,277.00 - Bearing length (mm): 126.00 - Bearing thickness (mm): 6.00 322.75 =< 2,587.50 6. Check of Strength:

- Axial Compressive Strength (kgf): 488.00 =< 17,603.59

- Axial Compressive Strength ratio: 0.028

- Flexural about x-x axis strength (kgf.m): 8,989.70 =< 13,294.76

- Flexural Strength ratio: 0.676

- Flexural about y-y axis strength (kgf.m): 1,019.66 =< 4,127.63

5,018.81 =< 30,547.74

- Shear Strength ratio: 0.164

845.87 =< 2,277.00

0.937

7. Design of Transverse Stiffeners:

- Maximum distance between stiffeners (mm): a = 950.00

- Breadth of stiffeners (mm): 89.00

- Minimum thickness of stiffeners (mm): 6.00

8. Note for Welds:

- All groove welds should be completely penetration;

- Fillet welds for connecting flange to web should be both side continuously weld; - Leg size of fillet welds equal to minimum thickness of steel plate (web or flange).

pf = rf = Mny/b = d. Shear Strength: hw/tw = C_v = k_v = V_ny/v = e. Fatigue Strength: C_f = F_TH = kgf/cm2 FSR = kgf/cm2

f. Bearing Strength of Web:

lbr = tbr = - Bearing stress (kgf/cm2_): f_br = = 0.75F_y P = = Pn/c P/(P_n/c) = M_x = = M_nx/b Mx/(Mnx/b) = My = = Mny/b My/(Mny/b) = - Shear stress (kgf/cm2_): V_y = = V_n/_v V_y/(V_ny/v) = - Fatigue Strength of Tension flange (kgf/cm2_): M

x/Sx-t = = FSR

(M_x/S_x-t)/F_SR = * Combined Strength Ratio (C.S.R.):

bs = ts =

(5)

77.4 60.8 Ok Ok Ok Ok Ok Ok Ok Ok Section Area (cm2₎ Unit weight of crane girder (Kg/m) A_g = P_n/c = Mnx/b = Mny/b = Vny/v = FSR x] y]

(6)

Buildings Metal Best BM 3.1 0.1 3.6 6.7 33.0 1629.0 6101.2 0.8 6135.0 (ok) (ok) (ok) I_xi (cm4₎ I_xi (cm4₎ Iy_i (cm4₎

(7)

(ok) (ok)

(Compact or Non-compact Flange) Slender Flange

(8)

Buildings Metal Best BM (ok) (ok) (ok) (ok) (ok) (ok) (ok)

(9)

Input data:

Rate Capacity of Crane: 20 RC = 25.00 MT

Span of Crane 28960 A= 28,960 MM

Bridge Weight: 19750 CW = 19.75 MT

Hoist + Trolley Weight: 2.72 HT = 2.72 MT

Wheel base: 4270 W = 4.27 m

End-truck length: 4980 N = 4.98 m

Number of End-truck wheel: 2 2

Service Classification (CMAA): A A

Method of Operation: Pendent Pendent

Number of Cycles of crane load: 100,000

Depth of Crane rail: 79 79.00 mm

Weight of Crane rail: 45 45.00 kg/m

Vertical Impact factor: I = 1.10

Span of Crane-runway girder: L = 16.00 m

Vertical Deflection: 1/600

Lateral Drift: 400

Yield Strength of Steel: 3,450

Modulus of Elasticity of Steel: E = 2,100,000

Poission's ratio of Steel: 0.30

Crane Wheel loads:

Side thrust in each end-truck wheel: 2,772 kgf

Tractive force: 1,880 kgf

Vertical load on column near trolley 63,497 kgf

Vertical load on column away from trolley 16,685 kgf

Crane lateral load on building columns T= 9,362 kgf

Crane longitudinal load on building columns = 6,350 kgf

Cross Section's Dimensions & Properties of Crane Girder:

V steel ( mm) 12

150 1500 20 415 25 415 25 2,075,524 35,381

DESIGN RESULTS

Axial Compressive Strength: 7,520 =< 108,556 (kgf)

Flexural about x-x axis Strength: 249,801 > 201,397 (kgf.m)

Flexural about y-y axis Strength: 30,569 =< 45,793 (kgf.m)

Shear Strength: 73,828 =< 345,736 (kgf)

Fatigue Strength of tension flange: 1,035 =< 2,277

Combined Strength Ratio: C.S.R. = 1.943 > 1.000

DESIGN OF CRANE-RUNWAY GIRDER

(MULTI CRANES - SIMPLY SUPPORTED)

NW_b = No.C = d_r = w_r = [x/L] = [y/L] = Fy = kgf/cm2 kgf/cm2  = WL_max = WL_min = T₁ = T₂ = D_max = Dmin = Web height (mm) Web thickness (mm) Top-flange breadth (mm) Top-flange thickness (mm) Bottom-flange breadth (mm) Bottom-flange thickness (mm) Moment of Inertia (cm4₎ h_w t_w b_ft t_ft b_fb t_fb I_x I_y* P = M_x = M_y = V_y = Mx/Sx-t = (kgf/cm2)

(10)

CRANE RUN-WAY GIRDER

Vertical Deflection: 1.270 =< 1.270 (cm)

Lateral Drift: 10.139 > 2.540 (cm)

DETAILING CALCULATION

1. Load effects (internal force)

Axial compression: P = 3,760 kgf

FALSE

x = 3.38

Axial compression: P = 0 kgf

3,760

Bending moment about x-x direction: 0 kgf.m

177,011

Bending moment about y-y direction: 0 kgf.m

21,203

Maximum Vertical shear force: 0 kgf

FALSE

x = 8.59 m

x = 3.38

Axial compression: P = 0 kgf

5,640

Bending moment about x-x direction: 0 kgf.m

218,240

Bending moment about y-y direction: 0 kgf.m

26,545

Maximum Vertical shear force: 0 kgf

TRUE

x' = 7.82 m

x = 3.38

Axial compression: P = 7,520 kgf

7,520

Bending moment about x-x direction: 249,801 kgf.m

249,801

Bending moment about y-y direction: 30,569 kgf.m

30,569

Maximum Vertical shear force: 73,828 kgf

Axial compression: P = 7,520 kgf

2. Section Properties & Neutral axis

Element

Top flange 41.5 2.50 103.8 16.25 1685.9 27396.5

2 V steel 15.0 1.20 36.0 14.40 518.4 7465.0

2 V steel 1.2 13.80 33.1 6.90 228.5 1576.8

Total 172.87 2432.9 36438.3

Distance from V steel end to the neutral axis:

x =

y =

a. Case 1: One crane

M_x = M_y = V_y = b. Case 2: Two adjacent crane

* Case 1: N = W + U > L M_x = M_y = V_y = * Case 2: N = W + U =< L < 2W + U M_x = M_y = V_y = * Case 3: 2W + U =< L M_x = M_y = V_y = Mx = My = Vy = Breadth (cm) Thickness (cm) Area A_i (cm2₎ Distance y'_i (cm) A_(cmi * y'3₎i A_i * y'i2 (cm4₎ i i

A y

y

A









(11)

37,022.00 2,782.00

Element

Top flange 41.5 2.50 172.9 74.07 12805.1 948519.6

Web 150.0 2.00 300.0 0.00 0.0 0.0

Bottom flange 41.5 2.50 103.8 -76.25 -7910.9 603209.0

Total 576.6 4894.2 1551728.6

Distance from midpoint of the web to the neutral axis:

2,117,065.00 2,075,524.00

35,381.06 Section Modulus:

- About x-x axis - top side: 30,074.71

- About x-x axis - bottom side: 24,137.44

Plastic Modulus:

- Distance from top side to neutral axis of Pls: 60.22 cm

- About x-x axis: 31,745.08

Effective Section Area:

- For axial compression 305.89

- For vertical shear: 300.00

Radius of Gyration:

- About x-x axis: 60.00 cm

- About y-y axis: 9.34 cm

3. Check of Slenderness of Cross Section:

- Slenderness of Top flange: 16.60 =< 25.00

- Slenderness of Bottom flange: 16.60 =< 25.00

- Slenderness of Web: 75.00 =< 92.80

4a. Deflection & Drift:

0.76 5.75 1.27 10.14 FALSE 0.83 6.35 FALSE 0.95 8.20 TRUE 1.27 10.14

4b. Check of Deflection & Drift:

- Vertical Deflection (cm): 1.27 =< 1.27

- Lateral Drift (cm): 10.14 > 2.54

5. Calculating of Design Strength:

- About x₀-x₀ axis: I_x0 = cm4 - About x-x axis: Ix = cm4 I_y = cm4 Breadth (cm) Thickness(cm) Area A_i (cm2₎ Distance y'_i (cm) A(cmi * y'3₎i Ai * y'i2 (cm4₎ - About x0-x0 axis: Ix0 = cm4 - About x-x axis: Ix = cm4 Iy = cm4 Iy* = cm4 S_x-c = _cm3 S_x-t = _cm3 S_y*₌ cm3 x + t_ft = Zx = cm3 Zy = cm3 Aeff = cm2 A_web = _cm2 r_x = r_y = b_ft/t_ft = = [b_ft/t_ft] bfb/tfb = = [bfb/tfb] hw/tw = = [hw/tw]

a. Case 1: One crane

x =

y = b. Case 2: Two adjacent crane

x = y = * Case 1: N = W + U > L x = y = * Case 2: N = W + U =< L < 2W + U x = y = * Case 3: 2W + U =< L x = y = x = x] y = y] i i

A y

y

A









(12)

CRANE RUN-WAY GIRDER

- Slenderness ratio of member about x-x axis: 26.67

- Slenderness ratio of member about y-y axis: 171.26

Max(KL/r) = 171.26 706.63 J = 838.96 173,146,112.22 3,758.79 29,141.85 706.63 959.42 675.77 0.88 592.65 * Design compressive strength, <E7-1> (kgf): 108,556.04 kgf

- Slenderness of top flange: 16.60

- Slenderness limit for a compact flange: 18.75

- Slenderness limit for a non-compact flange: 31.86

- Slenderness of web: 75.00

- Slenderness limit for a compact web: 92.77

- Slenderness limit for a non-compact web: 140.63

Yielding of section <F2-1> 655,811.50 kgf.m

Yielding compression flange <F4-1> 655,811.50 kgf.m

Lateral torsional buckling <F4-1,2,3> 201,396.65 kgf.m

Yielding tension flange <F4-14> 655,811.50 kgf.m 201,396.65 kgf.m Where: <F4-9> 1.06 <F4-15> 1.32 11.00 cm <F4-5> 1,118.32 <F4-6> 2,415.00 1,600.00 cm <F4-7> 298.60 cm <F4-8> 1,051.88 cm

- Slenderness of Top flange: 16.60

- Slenderness for a compact flange: 18.75

- Slenderness for a non-compact flange: 31.86

- Design flexural strength, <F6> (kgf.m): 45,792.95

- Slenderness ratio web: 75.00

0.93 6.60

- Design shear strength, <G1> (kgf): 345,735.68 kgf

1.20E+10 1,100.00 2,277.00

- Bearing length (mm): 208.00 mm

a. Compressive Strength:

* Flexual Buckling case:

(KL/r)x = (KL/r)y = - Slenderness ratio of member:

* Torsional & Flexural-Torsional Buckling case:

- Torsional constant (cm4_): _cm4

- Warping constant (cm6_): C

w = cm6

- sqrt(r_o) (cm2_): _r

02 = cm2

- Elastic cr bl strees about x-x axis (kgf/cm2_): F_ex = _kgf/cm2 - Elastic cr bl strees about y-y axis (kgf/cm2_): F_ey = _kgf/cm2

- Elastic critical buckling strees (kgf/cm2_): F_ez = _kgf/cm2

* Slender Coefficient (Q = Q_s.Q_a):

Q = Q_s.Q_a = - Flexural buckling strees (kgf/cm2_): F

cr = kgf/cm2

P_n2/c = b. Flexural Strength about x-x axis:

b_ft/t_ft = pf = pf = hw/tw = pw = rw = M_nx1/b = M_nx2/b = M_nx3/b = M_nx4/b = * Design flexural strength, <F1> (kgf.m): M_nx/b = Rpc = Rpt = rt = Fcr = kgf/cm2 F_L = _kgf/cm2 L_b = L_p = L_r = c. Flexural Strength about y-y axis:

b_ft/t_ft = pf = rf = Mny/b = d. Shear Strength: h_w/t_w = C_v = k_v = V_ny/v = e. Fatigue Strength: C_f = FTH = kgf/cm2 FSR = kgf/cm2

f. Bearing Strength of Web:

(13)

- Bearing thickness (mm): 20.00 mm

451.92 =< 2,587.50

6. Check of Strength:

- Axial Compressive Strength (kgf): 7,520.00 =< 108,556.04

- Axial Compressive Strength ratio: 0.069

- Flexural about x-x axis strength (kgf.m): 249,801.34 > 201,396.65

- Flexural about y-y axis strength (kgf.m): 30,569.27 =< 45,792.95

73,827.87 =< 345,735.68

1,034.91 =< 2,277.00

1.943

7. Design of Transverse Stiffeners:

- Maximum distance between stiffeners (mm): a = 2,650.00

- Breadth of stiffeners (mm): 197.00

- Minimum thickness of stiffeners (mm): 20.00

8. Note for Welds:

- All groove welds should be completely penetration;

- Fillet welds for connecting flange to web should be both side continuously weld; - Leg size of fillet welds equal to minimum thickness of steel plate (web or flange).

t_br = - Bearing stress (kgf/cm2_): f_br = = 0.75F_y P = = Pn/c P/(P_n/c) = M_x = = M_nx/b M_x/(M_nx/b) = M_y = = M_ny/b M_y/(M_ny/b) = - Shear stress (kgf/cm2_): V y = = Vn/v Vy/(Vny/v) =

- Fatigue Strength of Tension flange (kgf/cm2_): M_x/S_x-t = = F_SR

(Mx/Sx-t)/FSR = * Combined Strength Ratio (C.S.R.):

b_s = t_s =

(14)

576.6 452.6 Ok N/A Ok Ok Ok Over-stressed Section Area (cm2₎ Unit weight of crane girder (kg/m) A_g w₀ = P_n/c = M_nx/b = M_ny/b = V_ny/v = FSR

(15)

Ok N/A 54.0 4.3 525.6 584.0 x] y] I_xi (cm4₎

(16)

2782.0 35337.0 562500.0 54.0 565336.0 (ok) (ok) (ok) (ok) N/A Ixi (cm4₎ Iyi (cm4₎

(17)

(18)

(ok) (ok) N/A (ok) (ok) (ok) Over-Stressed

(19)

**12-LB* A.S.C.E.**

Specifications

Nominal Weight 12 lbs/yd 18 kg/m

Standard Length 30' 0" Standard Drilling 2"x 4" Joint Bar Length 16 1/8" Joint Bar Weight 2.9lbs/pr

3.7 lbs/pr Bolt Diameter 1/2"

Hold Down Devices 3 18

Standard Single 5 24

Head -1" Hook Bolt 1/2" 25 mm 10 30

Base - 2" _{Clip Number} _- 51 mm 15 37

Height - 2" Clamp & Filler F1 51 mm 20 45

Welded Stud S1 25 60

*Subject to mill accumulation Heavy Duty 30 90

Welded Holder - 35 119

Welded U-Bar - 40 127

**16-LB* A.S.C.E.**

Specifications

Standard Length 30' 0" Standard Drilling 2"x 4" Joint Bar Length 16 1/8" Joint Bar Weight 3.6lbs/pr

4.4lbs/pr Bolt Diameter 1/2"

Hold Down Devices

Standard Single

Head 1 11/64" Hook Bolt 1/2" 30 mm

Base -2 3/8" _{Clip Number} _- 60 mm

Height - 2 3/8" Clamp & Filler F1 60 mm

Welded Stud S1

*Subject to mill accumulation Heavy Duty

Welded Holder

-Welded U-Bar

-20-LB A.S.C.E.

Specifications

Standard Length 30' 0" Standard Drilling 2"x 4" Joint Bar Length 16 1/8" Joint Bar Weight 4.2 lbs/pr

Hook Bolt 1/2"

Clip Number 114

Head -1 11/32" Clamp & Filler F1 34 mm

Base -2 5/8" Welded Stud S1 67 mm

Height - 2 5/8" Heavy Duty 67 mm

Welded Holder -Welded U-Bar -Rubber Nose Bolted Clip 31 Welded Clip 91

25-LB A.S.C.E.

Specifications

Standard Lengths 40' 0"*30' 0" Standard Drilling 2"x 4" Joint Bar Length 16 1/8" Joint Bar Weight 5.7 lbs/pr Joint Bar with

Hardware Loaïi caàu truïc Troïng löôïng caàu truïc (kG/m)

Joint Bar with Hardware

(20)

**12-LB* A.S.C.E.**

Specifications

Standard Length 30' 0" 6.6lbs/pr Bolt Diameter 1/2"

Hook Bolt 1/2"

Clip Number 114

Head -1 1/2" Clamp & Filler F1 38 mm

Welded Holder -Welded U-Bar -Rubber Nose Bolted Clip 31 Welded Clip 91

30-LB A.S.C.E.

Specifications

Standard Lengths 40' 0"*30' 0" Standard Drilling 2"x 4" Joint Bar Length 16 1/8" Joint Bar Weight 7.0 lbs/pr

Hook Bolt 5/8"

Clip Number 114

Clamp & Filler F1

Head -1 11/16" Welded Stud S1 43 mm

Base -3 1/8" Heavy Duty 79 mm

Height - 3 1/8" Welded Holder - 79 mm

Welded U-Bar

-Rubber Nose

Bolted Clip 31

Welded Clip 91

40-LB A.S.C.E.

Specifications

Standard Lengths 40' 0"*30' 0" Standard Drilling 2 1/2"x 5" Joint Bar Length 20" Joint Bar Weight 15.2 lbs/pr

Hook Bolt 3/4"

Clip Numbers 103*114*120

Clamp & Filler F1

Welded Stud S1

Head -1 7/8" Heavy Duty 48 mm

Base - 3 1/2" Welded Holder - 89 mm

Height - 3 1/2" Welded U-Bar - 89 mm Rubber Nose

Bolted Clip 31

Welded Clip 91

(21)

**12-LB* A.S.C.E.**

Specifications

Standard Length 30' 0"

60-LB A.S.C.E.

Specifications

Standard Lengths 40' 0"*33' 0" Standard Drilling 2 1/2"x 5" Joint Bar Lengths 20"*24"

Joint Bar Weights 27.2 lbs*32.5lbs/pr 30.1 lbs*35.4lbs/pr Bolt Diameter 3/4"

Hook Bolt 3/4"

Clip Numbers 103*106

Clamp & Filler F1

Welded Stud S1

Head -2 3/8" Heavy Duty 60 mm

Base -4 1/4" Welded Holder - 108 mm

Height -4 1/4" Welded U-Bar U1 108 mm Rubber Nose

Bolted Clip 31

Welded Clip 91

80-LB A.S.C.E.

Specifications

Standard Length 39' 0" Standard Drilling 2 1/2"x 5" Joint Bar Length 24" Joint Bar Weight 46.0 lbs/pr

Hook Bolt 7/8"

Clamp & Filler F1

Head -2 1/2" Welded Stud S1 64 mm

Base -5" Heavy Duty 127 mm

Height - 5" Welded Holder - 127 mm

Welded U-Bar U1

Rubber Nose

Bolted Clip 31

Welded Clip 91

85-LB A.S.C.E.

Specifications

Standard Length 39' 0" Standard Drilling 2 1/2"x 5" Joint Bar Length 24" Joint Bar Weight 49.6 lbs/pr

Hook Bolt 7/8"

Head -2 9/16" Clamp & Filler F1 65 mm Joint Bar with

Hardware

(22)

**12-LB* A.S.C.E.**

Specifications

Standard Length 30' 0"

Welded Holder

-Welded U-Bar U1

Rubber Nose

Bolted Clip 31

(23)

51 60 67 70 79 89 108 127 132 cao raây

(24)

(25)

(26)

(27)

Top Running Single-box Girder Crane Specifications

(Capacity: from 3Ton to 5Ton - Span: from 50ft to 95ft)

15240

A0350300

3120

2300

200 1980

360 3.0 Ton

16760

A0355300

3780

2470

200 2590

430 (2.7 MT)

18290

A0360300

4110

2550

200 2590

480 19810

A0365300

4570

2660

200 2590

560 320kg

21340

A0370300

5570

2910

200 3200

610 Design

22860

A0375300

6040

3030

200 3200

660 Trolley

24380

A0380300

6560

3160

200 3200

740 Wt.

25910

A0385300

7920

3500

200 3810

790 27430

A0390300

8520

3650

200 3810

860 28960

A0395300

9070

3790

200 3810

910 15240

A0550300

3480

3340

200 1980

410 5.0 Ton

16760

A0555300

4120

3510

200 2590

430 (4.5 MT)

18290

A0560300

4480

3590

200 2590

480 19810

A0565300

4980

3720

200 2590

560 410kg

21340

A0570300

6090

4000

200 3200

610 Design

22860

A0575300

6600

4120

200 3200

660 Trolley

24380

A0580300

7160

4260

200 3200

740 Wt.

25910

A0585300

8650

4640

200 3810

790 27430

A0590300

9290

4800

200 3810

860 28960

A0595300

9880

4940

200 3810

910 Crane Weight: Weight of only Bridge Crane (not include Trolley)

Top Running Single-box Girder Crane Specifications

(Capacity: from 7.5Ton to 10Ton - Span: from 50ft to 95ft)

15240

A0750300

3960

4820

200 1980

510 7.5 Ton

16760

A0755300

4640

4990

200 2590

510 (6.8 MT)

18290

A0760300

5210

5130

255 2590

560 19810

A0765300

5690

5260

255 2590

640 860kg

21340

A0770300

6790

5530

255 3200

610 Design

22860

A0775300

7290

5660

255 3200

660 Trolley

24380

A0780300

7880

5810

255 3200

740 Wt.

25910

A0785300

9430

6190

255 3810

790 27430

A0790300

10110

6360

255 3810

860 28960

A0795300

10740

6520

255 3810

910 15240

A1050300

4610

6160

255 1980

560 According to: http://www.aceindustries.com

Capacity

(Ton)

Span

(mm)

Catalog

Number

Crane Wt.

(kg)

Max Wheel

Load (kg)

Wheel Dia.

(mm)

base (mm)

Wheel-

Dim. "D"

(mm)

According to: http://www.aceindustries.com

Capacity

(28)

10 Ton

16760

A1055300

5360

6350

255 2590

580 (9.0 MT)

18290

A1060300

5830

6470

255 2590

640 19810

A1065300

6350

6600

255 2590

690 950kg

21340

A1070300

7490

6890

255 3200

660 Design

22860

A1075300

8070

7030

255 3200

710 Trolley

24380

A1080300

8670

7180

255 3200

760 Wt.

25910

A1085300

10210

7570

255 3810

790 27430

A1090300

10980

7760

255 3810

860 28960

A1095300

11700

7940

255 3810

910

(29)

Top Running Single-box Girder Crane Specifications

(Capacity: from 3Ton to 5Ton - Span: from 50ft to 95ft)

150 1245

1245

2490

50 A0350300

150 1550

1550

3100

3.0 Ton

55 A0355300

150 1550

1550

3100

(2.7 MT)

60 A0360300

150 1550

1550

3100

65 A0365300

150 1855

1855

3710

320kg

70 A0370300

150 1855

1855

3710

Design

75 A0375300

150 1855

1855

3710

Trolley

80 A0380300

150 2160

2160

4320

Wt.

85 A0385300

150 2160

2160

4320

90 A0390300

150 2160

2160

4320

95 A0395300

150 1245

1245

2490

50 A0550300

150 1550

1550

3100

5.0 Ton

55 A0555300

150 1550

1550

3100

(4.5 MT)

60 A0560300

150 1550

1550

3100

65 A0565300

150 1855

1855

3710

410kg

70 A0570300

150 1855

1855

3710

Design

75 A0575300

150 1855

1855

3710

Trolley

80 A0580300

150 2160

2160

4320

Wt.

85 A0585300

150 2160

2160

4320

90 A0590300

150 2160

2160

4320

95 A0595300

Crane Weight: Weight of only Bridge Crane (not include Trolley)

Top Running Single-box Girder Crane Specifications

(Capacity: from 7.5Ton to 10Ton - Span: from 50ft to 95ft)

150 1245

1245

2490

50 A0750300

150 1550

1550

3100

7.5 Ton

55 A0755300

150 1575

1575

3150

(6.8 MT)

60 A0760300

150 1575

1575

3150

65 A0765300

150 1880

1880

3760

860kg

70 A0770300

150 1880

1880

3760

Design

75 A0775300

150 1880

1880

3760

Trolley

80 A0780300

150 2185

2185

4370

Wt.

85 A0785300

150 2185

2185

4370

90 A0790300

150 2185

2185

4370

95 A0795300

150 1270

1270

2540

50 A1050300

According to: http://www.aceindustries.com

Dim. "H"

(mm)

Dim. "L"

(mm)

Dim. "M"

(mm)

Dim. "N"

(mm)

Capacity

(Ton)

Span

(feet)

Number

Catalog

According to: http://www.aceindustries.com

Dim. "H"

(30)

150 1575

1575

3150

10 Ton

55 A1055300

150 1575

1575

3150

(9.0 MT)

60 A1060300

150 1575

1575

3150

65 A1065300

150 1880

1880

3760

950kg

70 A1070300

150 1880

1880

3760

Design

75 A1075300

150 1880

1880

3760

Trolley

80 A1080300

150 2185

2185

4370

Wt.

85 A1085300

150 2185

2185

4370

90 A1090300

150 2185

2185

4370

95 A1095300

(31)

Top Running Double-box Girder Crane Specifications

(Capacity: from 5Ton to 10Ton - Span: from 50ft to 95ft)

Catalog Number Crane Wt. (kg)

15240 A0550500 5720 4380 200 2900 840 150 1675 1675 5.0 Ton 16760 A0555500 6350 4540 200 2900 890 150 1675 1675 (4.5 MT) 18290 A0560500 7310 4780 200 2900 970 150 1675 1675 19810 A0565500 8320 5030 200 3200 1040 150 1830 1830 1350kg 21340 A0570500 9340 5280 200 3200 1090 150 1830 1830 Design 22860 A0575500 10500 5570 200 3500 1140 150 2005 2005 Trolley 24380 A0580500 11770 5890 200 3500 1220 150 2005 2005 Wt. 25910 A0585500 13080 6220 200 3810 1270 150 2160 2160 27430 A0590500 14800 6650 255 4270 1350 150 2390 2390 28960 A0595500 16210 7000 255 4270 1400 150 2390 2390 15240 A1050500 6430 7390 255 2900 940 150 1725 1725 10.0 Ton 16760 A1055500 7100 7560 255 2900 990 150 1725 1725 (9.0 MT) 18290 A1060500 8030 7790 255 2900 1040 150 1725 1725 19810 A1065500 9380 8130 305 3200 1090 150 1880 1880 2500kg 21340 A1070500 10320 8360 305 3200 1120 150 1880 1880 Design 22860 A1075500 11390 8630 305 3500 1140 150 2030 2030 Trolley 24380 A1080500 12700 8960 305 3500 1220 150 2030 2030 Wt. 25910 A1085500 14050 9300 305 3810 1270 150 2185 2185 27430 A1090500 15640 9700 305 4270 1350 150 2415 2415 28960 A1095500 17130 10070 305 4270 1400 150 2415 2415

Crane Weight: Weight of only Bridge Crane (not include Trolley)

Top Running Double-box Girder Crane Specifications

(Capacity: from 15Ton to 20Ton - Span: from 50ft to 95ft)

15240 A1550500 7240 9930 305 2900 1040 150 1755 1755 15.0 Ton 16760 A1555500 8050 10130 305 2900 1120 150 1755 1755 (13.5 MT) 18290 A1560500 9020 10370 305 2900 1170 150 1755 1755 19810 A1565500 10020 10630 305 3200 1220 150 1905 1905 2630kg 21340 A1570500 11060 10890 305 3200 1240 150 1905 1905 Design 22860 A1575500 12330 11200 305 3500 1300 150 2055 2055 Trolley 24380 A1580500 13400 11470 305 3500 1320 150 2055 2055 Wt. 25910 A1585500 14900 11840 305 3810 1370 150 2210 2210 27430 A1590500 16260 12180 305 4270 1400 150 2440 2440 28960 A1595500 17760 12560 305 4270 1450 150 2440 2440 15240 A2050500 7900 12410 305 2900 1140 150 1755 1755 20.0 Ton 16760 A2055500 8740 12620 305 2900 1220 150 1755 1755 (18.0 MT) 18290 A2060500 9800 12890 305 2900 1270 150 1755 1755 19810 A2065500 10860 13150 305 3200 1320 150 1905 1905 2720kg 21340 A2070500 12100 13460 305 3200 1370 150 1905 1905 Design 22860 A2075500 13380 13780 305 3500 1420 150 2055 2055 Trolley 24380 A2080500 14590 14080 305 3500 1450 150 2055 2055 Wt. 25910 A2085500 16070 14450 305 3810 1500 150 2210 2210 27430 A2090500 17640 14850 305 4270 1550 150 2440 2440 28960 A2095500 19750 15370 380 4270 1570 180 2490 2490

Crane Weight: Weight of only Bridge Crane (not include Trolley)

Top Running Double-box Girder Crane Specifications

(Capacity: from 25Ton to 30Ton - Span: from 50ft to 95ft)

15240 A2550500 8670 15030 380 2900 1220 180 1805 1805 25.0 Ton 16760 A2555500 9580 15250 380 2900 1300 180 1805 1805 (22.5 MT) 18290 A2560500 10690 15540 380 2900 1350 180 1805 1805 19810 A2565500 11930 15840 380 3200 1420 180 1955 1955 3050kg 21340 A2570500 13110 16140 380 3200 1470 180 1955 1955 Design 22860 A2575500 14510 16490 380 3500 1520 180 2110 2110 Trolley 24380 A2580500 15930 16840 380 3500 1570 180 2110 2110 Wt. 25910 A2585500 17490 17230 380 3810 1630 180 2260 2260 27430 A2590500 19100 17640 380 4270 1650 180 2490 2490 28960 A2595500 20630 18020 380 4270 1700 180 2490 2490 15240 A3050500 9180 17540 380 2900 1300 180 1805 1805 30.0 Ton 16760 A3055500 10130 17780 380 2900 1370 180 1805 1805 (27.0 MT) 18290 A3060500 11400 18090 380 2900 1450 180 1805 1805 19810 A3065500 12600 18390 380 3200 1500 180 1955 1955

According to: http://www.aceindustries.com

Capacity

(Ton) Span(mm) Max Wheel Load (kg) Wheel Dia. (mm) base (mm)Wheel- Dim. "D"(mm) Dim. "H"(mm) Dim. "L"(mm) Dim. "M"(mm)

According to: http://www.aceindustries.com

Capacity

(Ton) Span(mm) Max Wheel Load (kg) Wheel Dia. (mm) base (mm)Wheel- Dim. "D"(mm) Dim. "H"(mm) Dim. "L"(mm) Dim. "M"(mm)

According to: http://www.aceindustries.com

Capacity

(32)

3270kg 21340 A3070500 14060 18760 380 3200 1570 180 1955 1955 Design 22860 A3075500 16750 19430 455 3500 1630 200 2415 2415 Trolley 24380 A3080500 19320 20070 455 3500 1630 200 2415 2415 Wt. 25910 A3085500 21210 20540 455 3810 1680 200 2310 2310 27430 A3090500 23290 21070 455 4270 1730 200 2540 2540 28960 A3095500 25060 21510 455 4270 1750 200 2540 2540

(33)

Top Running Double-box Girder Crane Specifications

(Capacity: from 5Ton to 10Ton - Span: from 50ft to 95ft)

3350 3350 3350 3660 3660 4010 4010 4320 4780 4780 3450 3450 3450 3760 3760 4060 4060 4370 4830 4830

Crane Weight: Weight of only Bridge Crane (not include Trolley)

Top Running Double-box Girder Crane Specifications

(Capacity: from 15Ton to 20Ton - Span: from 50ft to 95ft)

3510 3510 3510 3810 3810 4110 4110 4420 4880 4880 3510 3510 3510 3810 3810 4110 4110 4420 4880 4980

Crane Weight: Weight of only Bridge Crane (not include Trolley)

Top Running Double-box Girder Crane Specifications

(Capacity: from 25Ton to 30Ton - Span: from 50ft to 95ft)

3610 3610 3610 3910 3910 4220 4220 4520 4980 4980 3610 3610 3610 3910 Dim. "N" (mm) Dim. "N" (mm) Dim. "N" (mm)

(34)

3910 4830 4830 4620 5080 5080

(35)

Top Running Double-box Girder Crane Specifications

(Capacity: from 5Ton to 10Ton - Span: from 50ft to 95ft)

A0550500 50 3 0.32 5.0 Ton A0555500 55 5 1.35 (4.5 MT) A0560500 60 7.5 A0565500 65 10 2.5 1350kg A0570500 70 15 2.63 Design A0575500 75 20 2.72 Trolley A0580500 80 25 3.05 Wt. A0585500 85 30 3.27 A0590500 90 A0595500 95 A1050500 50 10.0 Ton A1055500 55 (9.0 MT) A1060500 60 A1065500 65 2500kg A1070500 70 Design A1075500 75 Trolley A1080500 80 Wt. A1085500 85 A1090500 90 A1095500 95

Crane Weight: Weight of only Bridge Crane (not include Trolley)

Top Running Double-box Girder Crane Specifications

(Capacity: from 15Ton to 20Ton - Span: from 50ft to 95ft)

A1550500 50 15.0 Ton A1555500 55 (13.5 MT) A1560500 60 A1565500 65 2630kg A1570500 70 Design A1575500 75 Trolley A1580500 80 Wt. A1585500 85 A1590500 90 A1595500 95 A2050500 50 20.0 Ton A2055500 55 (18.0 MT) A2060500 60 A2065500 65 2720kg A2070500 70 Design A2075500 75 Trolley A2080500 80 Wt. A2085500 85 A2090500 90 A2095500 95

Crane Weight: Weight of only Bridge Crane (not include Trolley)

Top Running Double-box Girder Crane Specifications

(Capacity: from 25Ton to 30Ton - Span: from 50ft to 95ft)

A2550500 50 25.0 Ton A2555500 55 (22.5 MT) A2560500 60 A2565500 65 3050kg A2570500 70 Design A2575500 75 Trolley A2580500 80 Wt. A2585500 85 A2590500 90 A2595500 95 A3050500 50 30.0 Ton A3055500 55 (27.0 MT) A3060500 60 A3065500 65 Capacity

(Ton) NumberCatalog Span(feet) Capacity(Ton) Hoist + Trolley Weight (T)

Capacity

(Ton) NumberCatalog Span(feet)

Capacity

(36)

3270kg A3070500 70 Design A3075500 75 Trolley A3080500 80 Wt. A3085500 85 A3090500 90 A3095500 95