Determine the magnitude of resultant normal force N, Shear force V, and moment M across point D and point E
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Determine the magnitude of resultant normal force N, Shear force V, and moment M across point D and point E
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- A fixed-end beam AB supports a uniform load of intensity q = 75 lb/ft acting over part of the span. Assume that EI = 300kip-ft2. Calculate the reactions at A and B. Find the maximum displacement and its location. Repeat part (a) if the distributed load is applied from A to B.An aluminum bar having a rectangular cross section (2.0 in. × 1.0 in.) and length L = 30 in. is compressed by axial loads that have a resultant P = 2800 lb acting at the midpoint of the long side of the cross section (sec figure). Assuming that the modulus of elasticity E is equal to 10 × 106 psi and that the ends of the bar are pinned, calculate the maximum deflection and the maximum bending moment Mmax.A flying but tress transmit s a load P = 25 kN, acting at an angle of 60º to the horizontal, to the top of a vertical buttress AB (see figure). The vertical buttress has height h = 5.0 m and rectangular cross section of thickness t = 1.5 m and width b = 1.0 m (perpendicular to the plane of the figure). The stone used in the construction weighs y = 26 kN/m3. What is the required weight W of the pedestal and statue above the vertical buttress (that is, above section A) to avoid any tensile stresses in the vertical buttress?
- A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete thrust blocks, as shown in the first part of the figure. The shores are evenly spaced at 3 m apart. For analysis purposes, the wall and shores are idealized as shown in the second part of the figure. Note that the base of the wall and both ends of the shores are assumed to be pinned. The pressure of the soil against the wall is assumed to be triangularly distributed, and the resultant force acting on a 3-meter length of the walls is F = 190 kN. If each shore has a 150 mm X 150 mm square cross section, what is the compressive stressSolve Problem 11.3-3 for a W 10 × 45 steel column having a length L = 28 ft.The steel framework is used to support the 4-in. reinforced stone concrete slab that carries a uniform live loading of 400 lb/ft2. Sketch the loading that acts along members BE and FED. Set a = 6 ft, b = 18 ft. Hint: See Table 1.2.
- A simple beam having a span of 6m has a weight of 20 kN/m. It carries a concentrated load of 20kN at the left end and 40 kN at 2m from the right end of the beam. If it is supported at 2m from the left end and at the right end, compute the reaction at the right end of the beam. Need answer asap. Please(use EI constant for whole span). A 10-meter-span, propped beam (fixed at the left support and roller at right support), with a uniformly distributed load from left support to six meters to the right, with a magnitude of six kilonewton per lineal meter, a downward concentrated load at the midspan. Solve the reactions at the fixed support and roller support, slope and deflection at the roller support, using Area Moment Method. Use the concentrated load as 24 kN.(1) E 4 kips C Lon -9 ft-9 ft——9 ft——94—- 1 kips What are the member forces in BD, BE and CE? Indicate if they are in tension (T) or compression (C).
- Beams ABC and CD are supported at A, C,and D and are joined by a hinge (or moment release)just to the left of C. The support at A is a sliding support(hence reaction Ay = 0 for the loading shownbelow). Find all support reactions; then plot shear (V)and moment (M) diagrams. Label all critical V andM values and also the distance to points where eitherV and/or M are zero.Solve for the moments and reactions at the fixed supports. You MUST use the slope deflection method.Determine the hinge reactions (in kN) at point B on the beam shown. (Show COMPLETE solutions in all the problems. FREE BODY DIAGRAMS ARE REQUIRED FOR EVERY PROBLEM BEFORE NUMERICAL SOLUTIONS.)