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45. A 7x3/4 in. A36 plate is shown in Figure P4.45, 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. O O 3 in. 1/4 in. O O 3 in. O

45. A 7x3/4 in. A36 plate is shown in Figure P4.45, 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. O O 3 in. 1/4 in. O O 3 in. O

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 45:** A 7×3/4 in. A36 plate is shown in Figure P4.45, where the holes are for 3/4 in. bolts. Determine the available block shear strength by (a) Load and Resistance Factor Design (LRFD) and (b) Allowable Stress Design (ASD). **Diagram Explanation:** The figure depicts a rectangular plate with six circular holes arranged in two rows of three. The plate dimensions and hole placements are as follows: - Vertical spacing between holes in each column: 1 1/2 inches - Total vertical distance of holes: 4 inches centered about the plate's height - Horizontal spacing between holes in each row: 3 inches - Horizontal edge distance from the first/last hole to the plate edge: 1 1/4 inches Figure P4.45 provides a schematic layout for the problem, illustrating the positioning and size of bolt holes needed for block shear strength analysis.
Transcribed Image Text:**Problem 45:** A 7×3/4 in. A36 plate is shown in Figure P4.45, where the holes are for 3/4 in. bolts. Determine the available block shear strength by (a) Load and Resistance Factor Design (LRFD) and (b) Allowable Stress Design (ASD). **Diagram Explanation:** The figure depicts a rectangular plate with six circular holes arranged in two rows of three. The plate dimensions and hole placements are as follows: - Vertical spacing between holes in each column: 1 1/2 inches - Total vertical distance of holes: 4 inches centered about the plate's height - Horizontal spacing between holes in each row: 3 inches - Horizontal edge distance from the first/last hole to the plate edge: 1 1/4 inches Figure P4.45 provides a schematic layout for the problem, illustrating the positioning and size of bolt holes needed for block shear strength analysis.
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