Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A bracket must support the service loads shown in the figure below. The loads act through the center of gravity of the connection. The connection to the column flange is with eight 7/8-inch diameter, A325N bolts. A992 steel is used for all components. Is the connection adequate? Use LRFD. Show all work to verify the bearing strength and the combined effects from tension and shear in the bolts. Ignore any potential prying action created in the WT.
Transcribed Image Text:W12 x 120
ایه
2"
30⁰
D=84 kips
kips
L = 66
WT6 x 29.
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- For the connection shown, the average shear stress in the 12-mm-diameter bolts must be limited to 220 MPa. Determine the maximum load P that may be applied to the connection. O 164 KN 149 kN O 94 KN O 109 kN O 122 kNarrow_forward. A 24 ft column shown below, pinned at one end and fixed at the other, is used to support a compressive axial load. It has a bracing in the weak axis direction at 1/3 of the length from the pinned end. Select the lightest W 14 section that adequately support the loads PD-400 kips and PL-175 kips. Use A572 Grade 50 steel. //////// L W 1/3arrow_forward1. In the butt joint shown below, the 7/8-inch diameter boits are made of A325 steel with threads excluded from the shear piane and the plates are made of A36 steel. o of a Determine the bolt shear strength b) Determine the bearing strength of the plate ) Determine the tensile strength (both gross and net) of the plate d) What is the strength of the bolted connection?arrow_forward
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