2) What is the maximum bending moment and shear on a simply supported steel beam with a clear span of 19 feet, and a total uniform load of 220 lbs/ linear feet? What would the deflection be if the moment of inertia is 125 in^4?

What is the deflection at the hinge for the beam shown below? А C I В I L/2- - L/2

Determine the value of ??? at midspan of the simply supported beam. Is the deflection up or down?

A 10-m long simple beam carries a load that varies uniformly from zero at the left support to 12 kN/m at the midspan. Determine the deflection at the midspan. Use Conjugate Beam Method in your complete solution. O 500/EI O 450/EI O 550/Ei O600/Ei

What is the maximum deflection of a cantilever beam with 5 KN load induced at the free end of a 5 m span? E = 200000 MPa and I = 60 × 106 mm4.

A cantilever beam 'A' with a rectangular choss-section is subjected to a concentrated load at its free end. If the width and depth of another cantilever beam 'B' are twice those of beam 'A' and subjected to the same Load, then the deflection at the free end of beam 'B' as compared to that of 'A' will be

Strength

4) Find the deflection midway between the supports (E=200 GPa) 20 kN 15 kN/m 10mm 4 m R₁ 10 kN/m 2 m R₂ 100 mm 100 mm Beam Cross-Section

Subject: Advanced Strength of Materials

The deflections at point D and C of the given beam will be: 2 MN/m 2 m 74/2FL and 604/3E1 8 MN-m 2 m Ju 2 MN/m 2 m 4 MN C