Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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At full draw, an archer applies a pull of 130 N to the bowstring of the bow shown in the figure. Determine
the bending moment at the midpoint of the bow.
70°
1400 mm
+350 mm→
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Transcribed Image Text:At full draw, an archer applies a pull of 130 N to the bowstring of the bow shown in the figure. Determine the bending moment at the midpoint of the bow. 70° 1400 mm +350 mm→
A simple beam with a rectangular cross-section ( width ,90 mm ; height, 300 mm ) carries a trapezoidally
distributed load of 20 kN/m at A and 15 kN/m at B on a span of 4.2 m (see figure) . Find the principal stresses
0j and o, and the maximum shear stress Tmax at cross section 0.6 m from the left-hand support at 50 mm
above the neutral axis.
20 kN/m
15 kN/m
300 mm
B
90 mm
|0.6 m
4.2 m
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Transcribed Image Text:A simple beam with a rectangular cross-section ( width ,90 mm ; height, 300 mm ) carries a trapezoidally distributed load of 20 kN/m at A and 15 kN/m at B on a span of 4.2 m (see figure) . Find the principal stresses 0j and o, and the maximum shear stress Tmax at cross section 0.6 m from the left-hand support at 50 mm above the neutral axis. 20 kN/m 15 kN/m 300 mm B 90 mm |0.6 m 4.2 m
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