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P4.48 47. An L4×3×5/8 is attached to a gusset plate with three 3/4 in. bolts spaced at 3 in. with an end and edge distance of 1.5 in. as shown in Figure P4.47. Determine the available block shear strength of the A36 angle by (a) LRFD and (b) ASD. O 1½½ in. О O P4.47 1½½ in. 3 in. 3 in. 48. A 7×5/8 in. A36 plate is shown in Figure P4.48, where the holes are for 3/4 in. bolts. Determine the available block shear strength by (a) LRFD and (b) ASD. 1/2 in. 4 in. 1/2 in. 1 1/4 in. О 3 in. 3 in. O 3 in.

P4.48 47. An L4×3×5/8 is attached to a gusset plate with three 3/4 in. bolts spaced at 3 in. with an end and edge distance of 1.5 in. as shown in Figure P4.47. Determine the available block shear strength of the A36 angle by (a) LRFD and (b) ASD. O 1½½ in. О O P4.47 1½½ in. 3 in. 3 in. 48. A 7×5/8 in. A36 plate is shown in Figure P4.48, where the holes are for 3/4 in. bolts. Determine the available block shear strength by (a) LRFD and (b) ASD. 1/2 in. 4 in. 1/2 in. 1 1/4 in. О 3 in. 3 in. O 3 in.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Answer both questions using LRFD part A

P4.48 47. An L4×3×5/8 is attached to a gusset plate with three 3/4 in. bolts spaced at 3 in. with an end and edge distance of 1.5 in. as shown in Figure P4.47. Determine the available block shear strength of the A36 angle by (a) LRFD and (b) ASD. O 1½½ in. О O P4.47 1½½ in. 3 in. 3 in. 48. A 7×5/8 in. A36 plate is shown in Figure P4.48, where the holes are for 3/4 in. bolts. Determine the available block shear strength by (a) LRFD and (b) ASD. 1/2 in. 4 in. 1/2 in. 1 1/4 in. О 3 in. 3 in. O 3 in.
Transcribed Image Text:P4.48 47. An L4×3×5/8 is attached to a gusset plate with three 3/4 in. bolts spaced at 3 in. with an end and edge distance of 1.5 in. as shown in Figure P4.47. Determine the available block shear strength of the A36 angle by (a) LRFD and (b) ASD. O 1½½ in. О O P4.47 1½½ in. 3 in. 3 in. 48. A 7×5/8 in. A36 plate is shown in Figure P4.48, where the holes are for 3/4 in. bolts. Determine the available block shear strength by (a) LRFD and (b) ASD. 1/2 in. 4 in. 1/2 in. 1 1/4 in. О 3 in. 3 in. O 3 in.
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