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44. An L4×3×3/4 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 P4.44. Determine the available block shear strength of the A36 angle by (a) LRFD and (b) ASD.

44. An L4×3×3/4 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 P4.44. Determine the available block shear strength of the A36 angle by (a) LRFD and (b) ASD.

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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**Problem 44**: An L4×3×3/4 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 P4.44. Determine the available block shear strength of the A36 angle by (a) LRFD and (b) ASD. **Figure P4.44 Description**: The figure illustrates an L-shaped angle iron attached to a gusset plate. There are three labeled circular holes representing bolts. The dimensions include: - Vertical dimension from the top to bottom of the angle is 3 in. - Horizontal length between the centers of the bolt holes is 3 in. each. - End and edge distances from the bolt center to the edge are 1.5 in. - The height from the top edge of the L-shape to the first bolt hole is 1.5 in. This setup is used to calculate the block shear strength of an A36 steel angle using two methods: Load and Resistance Factor Design (LRFD) and Allowable Stress Design (ASD).
Transcribed Image Text:**Problem 44**: An L4×3×3/4 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 P4.44. Determine the available block shear strength of the A36 angle by (a) LRFD and (b) ASD. **Figure P4.44 Description**: The figure illustrates an L-shaped angle iron attached to a gusset plate. There are three labeled circular holes representing bolts. The dimensions include: - Vertical dimension from the top to bottom of the angle is 3 in. - Horizontal length between the centers of the bolt holes is 3 in. each. - End and edge distances from the bolt center to the edge are 1.5 in. - The height from the top edge of the L-shape to the first bolt hole is 1.5 in. This setup is used to calculate the block shear strength of an A36 steel angle using two methods: Load and Resistance Factor Design (LRFD) and Allowable Stress Design (ASD).
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