Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- From the given frame shown: 1. Determine the moment at point A 2. Determine the moment at point B 3. Determine the moment at point C 4. Determine the moment at point D 20 N/m 10 N/m rating B 15% 5m ID 5m ; N/m | 1500 N-m 4 m.arrow_forwardChapter 3: T-Beams Homework 1 700m Design the bridge girder shown for an ultimate moment of Mu = 5400 kN.m using the given data. 110m - 40 MPa 300mm fy 520 MPa 150m 22.0marrow_forwardThe rail AB of negligible weight is suspended from a rope that runs around two fixed pegs. The coefficient of static friction between the rope and the pegs is 0.3. As the weight W moves along the rail toward end B, determine its position “x" when the rope is about to slip on the pegs. 3 m D B с. 2.66 m d. 1.66 m a. 1.16 m b. 2.16 marrow_forward
- 12. The tapered circular steel shaft is attached to a hollow circular steel shaft. Compute the angle of rotation (in degrees). Use G = 83 GPa. 2 KN-m З KN-m 60 mm 50 mm tor I30 mm A B 1.80 m 1.60 marrow_forwardPlease solve it quicklyarrow_forwardThe displacement of Point C The rotation at Point A using a) The Virtual Work Principleb) Castigliano’s Theorem c) The Basic Beam Equationarrow_forward
- Draw the shear and bending moment curves for the beam and loading and the maximum absolute value of the shear and bending moment in the beam by the semi-graphical method. Explain how you come up with the solution/Answer. 30 kN 38 kN/m В A D -2 m- 3 m 1 marrow_forwardPROBLEM 1: A rectangular block on Figure SRB 003 is subjected to a multiple forces and a couple. Calculate the following: a) The resultant of force at point A. b) The moment about x-axis. c) The moment about y-axis. d) The moment about z-axis. 20 kN A 35 kN-m q 1m 1m Figure SRB 003 1m 40 kN 3m 1m -yarrow_forwardUse Area-Moment Method. El is constant. Compute the rotation of the right end of the beam. Calculate the maximum deflection.of the beam If a roller support is placed at the right end, compute the magnitude of its reaction that will give a zero- displacement. 10 kN 8 kN 15 kN-m 2 m 3 marrow_forward
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