The cantilevered beam is embedded into a fixed vertical wall at A. Determine the reactions at A. [A =4kip →; A =21.9kip ↑; M=36.9kip-ft CCW] 'A 3-i 30% 15 kip 30 kip-ft A 4 ft B 6 19 ft -10 ft D 8 kip
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- Consider the compound beam shown in (Eigure 1). Assume C is fixed, B is a pin, and A is a roller. Suppose that w = 27 kN/m. Figure 20 kN 101 > Part A Determine the y component of reaction at A Express your answer to three significant figures and include the appropriate units. A,- Value Submit Part B 0₂- Determine the component of reaction at C. Express your answer to three significant figures and include the appropriate units. Submit Request Answer Part C HA Value Units Request Answer Units ? Determine the y component of reaction at C Express your answer to three significant figures and include the appropriate units.Calculate the support reactions at A and B for the loaded beam. Assume P = 51 lb, w = 82 lb/ft, a = 2.0 ft, and b = 4.2 ft.Compute the moment of area of the M diagram between the reactions about both the left and the right reaction.
- Calculate the support reaction at A and B for thve beam shown in the fiqure below Take F 700 N. 3M 1M By Reaction force at point B By UN. Reaction force at point A N. Ay=Answer the question quecly pleaseFor the simply supported beam carrying the concentrated load P = 268 N at its midspan, determine the magnitude of the maximum displacement (in mm) if d = 1.51 m, E = 11.77 GPa , and I =1679930mm4. NOTE: PLEASE ANSWER IT CORRECTLY. IF YOU ARE NOT SURE ABOUT THE ANSWER, PLEASE SKIP THE QUESTIONPLEASE BOX THE FINAL ANSWER(S)THANK YOU! image below for reference
- For the beam in Figure 3.1, draw the influence lines for reactions at B, C, E, and G, and moments at C and E. If a uniform live load of 2 kips/ft is applied over the entire length of the beam, compute the reactions at B, C, D, and E moments at C and D.Esc 38°F Cloudy 1 34 For the beam shown, determine the support reactions using singularity functions. 2 F2 Hint: For a distributed load, q=w(x)⁰ Place origin at point A w |A 4, # 3 F3 a $ 4 WW F4 R OB Q Search DII % 5 F5 T -1- F6 A 6 99+ Y * F7 & 7 PrtScn U F8 * 8 Home 1 F9 C 9 End F10 O PgUp 0 F11 PgDn F12 P 11:2 3/4 - 11Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where M0 = 1,220 N-m, P = 2650 N, F = 3000 N, w0 = 1702 N/m, w1 = 1103 N/m, a = 3 m, b = 6 m, c = 2 m
- B9Substitute the value for s = 5 For the beam and loading shown. P = 20×S N, F = 10×S N, Q = 4×S N/m, (INA 10.6x10° m). %3D -6 Determine the following and showing your steps: (a) Find the centroid of the cross section. (b) Find the maximum tensile bending stress in the beam and its location from point A. (c) The shear stress at point H in the cross section. (At a distance of 4 m to left of support D). 12 inm 15mm- 150 mm 12 mm 20mm A в с B H -5m 5m--4m-l- -14m- - I00 mm %3Dplease answer do not image format