Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A 500-N concrete block is to be lifted by the pair of tongs shown. 500 N 45 mm 90 mm 45 mm 90 mm 75 mm D 105 mm E 360 mm 315 mm 500 N G Determine the normal force (this is horizontal) in N perpendicular to the friction force on each tong in contact with the block.arrow_forwardQuestion Bank-Friction The two uniform sheets of plywood, each of length L and weight W, are propped as shown. If the coefficient of static friction is 0.5 at all three contact surfaces, determine whether the sheets will remain at rest. 60 Technolagy Druen by anontien Will the sheets be at rest? Yes or No? Yes Provide F/N PrtSc F5 FG F7 F8 F9 F10 F11 F12arrow_forwardThe assembly is subjected to a vertical shear of V=55 kip Figure B- 2 in. 0.5 in. 0.5 in. 6 in.. 2 in. 0.5 in. 6 in. < 1 of 1 0.5 in. 0.5 in. Part A Determine the shear flow at point A (Eigure 1) Express your answer with the appropriate units. 9A= Submit Part B μA 9B = Value Request Answer HÅ Determine the shear flow at point B Express your answer with the appropriate units. Value lb in ● Submit Request Answer - 1) ? B ? lbin-1)arrow_forward
- SHOW YOUR SOLUTION.arrow_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_forwardneed asaparrow_forward
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