Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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1.) The specific weight of the concrete is 150 ??⁄??3, and the coefficient of friction between the base of the dam and the foundation is 0.42. If the factor of safety against overturning is 2, compute for the minimum width of the dam.
CHOICES
a.) 8.416
b.) 4.681
c.) 6.841
d.) 1. 684
2.)
The specific weight of the concrete is 150 ??⁄??3, and the coefficient of friction between the base of the dam and the foundation is 0.42. Use 1.5 as the factor of safety (F.S) against sliding. Calculate the width of concrete dam that is necessary to prevent the dam from sliding.
Unit of the Correct Answer: ft
CHOICES
a.) 5,783
b.) 7.358
c.) 3.578
d.) 8.357
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- Provide correct answer Thanks for the help Determine maximum principal stressarrow_forwardSubject reinforced concrete design solve p02arrow_forwardDetermine the losses in the post-tensioned concrete beam as shown below. 560 mm Given: POST-TENSIONED BEAM with A PARABOLIC TENDON PROFILE Span Length = 20 m fi = 1200 N/mm² A, = 2850 mm² Ac 4.23x105 mm² 1=9.36x10¹0 mm e-560 mm (@midspan, from N.A.) fc= 40 N/mm² Es = 210,000 N/mm² μ = 0.19 K = 0.0005 (per meter) Anchorage slip = 5 mm (jacked at left-end only). (make sure to draw the force variation diagram for anchorage slip) V/S= 6 RH = 70 Dead Load 9.97 kN/m fpy = 1714 N/mm² Bridge Width IIIarrow_forward
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