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- A cantilever beam carries a trapezoidaldistributed load (see figure). Let wB = 2.5 kN/m,wA = 5.0 kN/m, and L = 2.5 m. The beam has amodulus E = 45GPa and a rectangular cross sectionwith width b = 200 mm and depth h = 300 mm.Use the method of superposition and Cases 1 and8 in Table H-1 to calculate the def lection and rotationat B.Verticle load is 258 kN as opposed to 25*8kN - ApologiesE1= 7 GPA E2= 10 GPA P= 7000 kN V = 40 kN
- For the frame and loadings shown P=2240 KN, and F=1120 magnitude of verticalreaction at E magnitude of verticalreaction at A magnitude of verticalreaction at CFind the total force on the side of a water-filled cylindrical tank with 5m height and 10m diameter woter =9800 N/m' a) 3848 KN b) 5547 KN Ocd 7696 KN d) 2770 KNThe bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, R
- W1=2.0 kN/m W2= 1.3 kN/m3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KNA rectangular gravity dam has a height 5 m. It retains 3 mdeep of water. Calculate the minimum width of the concrete damthat is necessary to prevent the dam from sliding. The specificgravity of the concrete is 2.4 and the coefficient of frictionbetween the base of the dam and the foundation is 0.50. Use factorof safety against sliding of 1.5. a. 3.214 m b. 2.345 mc. 1.125 m d. 1.254 m