Simplified Engineering for Architects and Builders, 12/E (HB-2016)
Simplified Engineering for Architects and Builders, 12/E (HB-2016)
12th Edition
ISBN: 9781118975046
Author: AMBROSE J
Publisher: Wiley,,Hoboken : Wiley, 2016
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Chapter 1.7, Problem 6P
To determine

Find the reactions for the given beam.

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Q1. For the frame shown below: i. ii. iii. Identify the unknown reactions for the supports (Pin at A and F). Determine if the frame is statically determinate, if not determine the degrees of determinacy. Calculate the unknown reactions for the frames (the frame has internal pin at C) Pin D 25kN 30° 30° 30° 30 B 40kN 60° 16m 60°
Q2. For the beams shown below: i. ii. iii. iv. Sketch the deflected shape Determine the reactions at the supports Calculate and sketch the distribution of the shear force and the bending moment Locate the max moment and POC locations (Note: all dimensions are in meters) 15kN/m 6kN/m 30 KN 30 A B Pin D 5.0 1.0 2.0 3.0
Q2. For the beams shown below: i. ii. iii. iv. Sketch the deflected shape Determine the reactions at the supports Calculate and sketch the distribution of the shear force and the bending moment Locate the max moment and POC locations (Note: all dimensions are in meters) 15kN/m 6kN/m 30 kN 30 Σ A B Pin C D 5.0 1.0 2.0 3.0
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