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3) Find the available strength of the tension connection shown with two plates (each side of the web) of A36 steel to wide flange beams of A992 steel. Assume U = 1.0, and that all hole edge distances are sufficient for strength. (Use LRFD.) 4 -78 in. ф 325 - X (with standard holes and spacing E60XX 5/16 in.V 1.5in. 2-4 in. x 5/8 in. P tw = 0.260 in

3) Find the available strength of the tension connection shown with two plates (each side of the web) of A36 steel to wide flange beams of A992 steel. Assume U = 1.0, and that all hole edge distances are sufficient for strength. (Use LRFD.) 4 -78 in. ф 325 - X (with standard holes and spacing E60XX 5/16 in.V 1.5in. 2-4 in. x 5/8 in. P tw = 0.260 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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3) Find the available strength of the tension connection shown with two plates (each side of the web) of A36 steel to wide flange beams of A992 steel. Assume U edge distances are sufficient for strength. (Use LRFD.) 1.0, and that all hole 4 – 7/g in. o 325 –X (with standard holes and spacing E60XX 5/16 in. 1.5in. P 2-4 in. x 5/8 in. P tw = 0.260 in
Transcribed Image Text:3) Find the available strength of the tension connection shown with two plates (each side of the web) of A36 steel to wide flange beams of A992 steel. Assume U edge distances are sufficient for strength. (Use LRFD.) 1.0, and that all hole 4 – 7/g in. o 325 –X (with standard holes and spacing E60XX 5/16 in. 1.5in. P 2-4 in. x 5/8 in. P tw = 0.260 in
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