The members are connected by the details as shown, arranged in one row at the centroidal line. The members should be made of ASTM A36 steel (Fy = 36 ksi, Fu = 58 ksi). Select an equal-leg angle for the tension member AC. Assume that the bolts and gusset plates are adequately designed. (USE LRFD & ASD). Diameter of bolts = 3/4 inch PDL = 35 kips PLL = 70 kips (PoL PL) (Poz P2) 125 in (PoL Pz) 100 in 100 in 100 in

The members are connected by the details as shown, arranged in one row at the centroidal line. The members should be made of ASTM A36 steel (Fy = 36 ksi, Fu = 58 ksi). Select an equal-leg angle for the tension member AC. Assume that the bolts and gusset plates are adequately designed. (USE LRFD & ASD). Diameter of bolts = 3/4 inch PDL = 35 kips PLL = 70 kips (PoL PL) (Poz P2) 125 in (PoL Pz) 100 in 100 in 100 in

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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2 hEe c W@ B & - For the beam shown find the value of Force (F) Ib and maximum stress due to flexure ( oy ) psi if the shear force in bolts is 300Ib and the shear stress in beam 120psi. Spacing between bolts (S) =5in F T —————————————+% 4ft 8ft 1in 1in -~ - 10in 1n § 8in
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1. 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?
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