Answered: -in PLs -in PL P/2 P/2- |2 in. 4 in 4…

Engineering

Civil Engineering

-in PLs -in PL P/2 P/2- |2 in. 4 in 4 in 12 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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Question

How many bolts are required (LRFD and ASD) for the bearing-type connection shown if PD = 120 k and PL = 150 k?

A325 1 in bolts, threads not excluded from shear planes.

-in PLs
-in PL
P/2
P/2-
|2 in. 4 in 4 in 12 in

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The answer are MAB = -42.9kft , MCB = 16.7 kft
Equivalent:G = 6M = 4L = 8
Equivalent G = 6M = 4L = 8
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Compression member.
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Draw a shear diagram Cx = 0 Cy=30 Mc = -210 V {0<=x<8} = 0 V { 8< x <=14} = -5 (x-8)
The cutaway view shows a solid aluminum alloy [L2 = 800 mm; A2 = 667 mm2; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 = 818 mm; A1 = 1211 mm2; E1 = 100 GPa] tube (1). Before the load P is applied, there is a clearance of 3 mm between the rod flange at B and the tube closure at A. After load P = 220 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at A. Calculate the internal force in bronze tube (1).
FOLLOW INSTRUCTIONS AND WITH FBD FOR UPVOTE THANKS. DO AMM ONLY. DO AMM ONLY
Equivalents G = 6M = 4L = 8