Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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how can reduce the effect of uplift force on the base of the dam
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- A 5 m long cantilever concrete beam is supporting a uniformly distributed load of w= 4 kN/m and a 4 kNm counter-clockwise moment at point B as shown Figure 4. Assuming that E = 200 GPa and I= 50x10°mm": M kNm w kN/m B L/2 m - L/2 m Figure 4 a) Determine the slopes at points C O C= rad Please insert - sign if the slop indicates the counterclockwise. Submit part Unanswered b) Determine the maximum deflection at C yc = mm Please insert - sign if the deflection indicates the downward.arrow_forwardThe maximum shear force in the beam is 37.50 KN. If the beam is 5-meter channel section, C200 x 27.9, what is the vertical shear stress of the beam?arrow_forwardThe base width of a solid gravity dam is 35 m and the specific gravity of dan material is 2,45. What is the approximate allowable height of the dam having an elementary profile without considering the uplift?arrow_forward
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