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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.

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.6.5P
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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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