Question

PSAD 15 (1) DEtAIL Allowable Stresses are as follows: Bolt shear stress, Fv = 120 MPa Weld shear stress, \( \mathrm{Fv}=0.3 \mathrm{Fu} \) Assuming \( e=0 \), determine the following: 4. Allowable load, \( P(\mathrm{kN}) \), based on the shear capacity of the \( 8-25 \mathrm{~mm} \) diameter bolts ( \( 8-\mathrm{d} 2 \) ) only. A. 942 C. 471 B. 623 D. 236 5. Required weld thickness based on the shear capacity of 8 bolts and weld in order to resist load \( \mathrm{P}=1020 \mathrm{kN} \). A. 11 C. 12 B. 10 D. 13 6. Allowable load, \( P \) (kN), based on the shear capacity of the weld assuming thickness \( =12 \mathrm{~mm} \) only. A. 506 C. 253 B. 337 D. 674

          PSAD
15
(1) DEtAIL

Allowable Stresses are as follows:
Bolt shear stress, Fv = 120 MPa
Weld shear stress, \( \mathrm{Fv}=0.3 \mathrm{Fu} \)
Assuming \( e=0 \), determine the following:
4. Allowable load, \( P(\mathrm{kN}) \), based on the shear capacity of the \( 8-25 \mathrm{~mm} \) diameter bolts ( \( 8-\mathrm{d} 2 \) ) only.
A. 942
C. 471
B. 623
D. 236
5. Required weld thickness based on the shear capacity of 8 bolts and weld in order to resist load \( \mathrm{P}=1020 \mathrm{kN} \).
A. 11
C. 12
B. 10
D. 13
6. Allowable load, \( P \) (kN), based on the shear capacity of the weld assuming thickness \( =12 \mathrm{~mm} \) only.
A. 506
C. 253
B. 337
D. 674

PSAD
15
(1) DEtAIL

Allowable Stresses are as follows:
Bolt shear stress, Fv = 120 MPa
Weld shear stress, Fv=0.3 Fu
Assuming e=0, determine the following:
4. Allowable load, P(kN), based on the shear capacity of the 8-25 mm diameter bolts ( 8-d 2 ) only.
A. 942
C. 471
B. 623
D. 236
5. Required weld thickness based on the shear capacity of 8 bolts and weld in order to resist load P=1020 kN.
A. 11
C. 12
B. 10
D. 13
6. Allowable load, P (kN), based on the shear capacity of the weld assuming thickness =12 mm only.
A. 506
C. 253
B. 337
D. 674

Added by Kenneth M.

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