Determine the slope at B and the displacement at poust for for the beam IDm 10m 10m (0m
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- Dvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScanner3. Compute the reacting forces RA and Rg at the ends of the beam shown. These reacting forces are neccessary to maintain equilibrium. pª 3m 130N Fa 112 5mA.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3D
- Analyze the beama. The location of the plastic neutral axis is located _____mm from the top of the beam.b. The centroidal moment of inertia with respect to the horizontal axis of the section is nearest to _____x 106 mm4c .The plastic modulus (ZX) of the section is nearest to _____ x 103 mm3d. The section modulus (SX) of the section is nearest to _____ x 103 mm3Problem: The beam has a given cross section as shown. fc = 9.8 MPa, fs = 138 MPa, n = Determine the safe moment capacity of the beam. 10. %3D %3D -500 mm- 300 400 2-25 mim 100