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.) 4-7g in. o 325 –-X (with standard holes and spacing E60XX 5/16 in. 1.5in. 2-4 in. x 5/8 in. P t=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.) 4-7g in. o 325 –-X (with standard holes and spacing E60XX 5/16 in. 1.5in. 2-4 in. x 5/8 in. P t=0.260 in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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=1.0, and that all hole
edge distances are sufficient for strength (Use LRFD.)
4-7g in. o 325 –-X
(with standard holes and
E60XX
5/16 in.
spacing
1.5in
P.
2-4 in. x 5/8 in. P
t 0.260 in
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