Q3: Determine the maximum positive moment and the maximum negative moment at B caused by the moving load. (15 Marks) B 2m 2m C A 2 m Internal Hinge DV 2 m E 3 m 30 kN 11 kN 10 kN 1m 2m + 2m 20kN

The beam is used to support a dead load of 0.6 k/ft, a live load of 2 k/ft and a concentrated live load of 8 k. Determine (a) the maximum positive (upward) reaction at A, (b) the maximum positive moment at C, and (c) the maximum positive shear just to the right of the support at A. Assume the support at A is a pin and B is a roller.

Can you provide me the step by step solution of this? Thank you! Determine the magnitude of the vertical force Ay for the simply supported beam, where w = 9 kips/ft, L1 = 12 ft, and L2 = 4 ft.

A car parking roof with cantilever beam of length 6 m carrying point loads of 12 kN and8 kN at 1.5 m and 2.5 m respectively from the free end and the point loads of 6 kN,3 kNand 4 kN acts at 1.5 m, 2.5 m and 6m from the fixed end. Construct the shear force andbending moment diagram for the beam and also identify the point at which the maximumshear force and bending moment is acting on the beam.

The bar supported by a pin at B and a cable at A carries a load of 260 N at C. Neglecting the weight of the bar,a.) Determine the normal force 7 m from A.b.) Determine the shear force 7 m from A.c.) Determine the bending moment 7 m from Ad.) Determine the torsion 7 m from A   SHOW COMPLETE SOLUTIONS DRAW FBD

Draw the normal force (N), shear force (T) and bending moment (M) diagrams of the beam whose span and loading condition are given in the figure. L3(m)=1.5 L4(m)=2 P3(kN)=44 P4(kN)=82

draw the shear diagram and moment diagram for the girder. show all work

Divide the plane frame structure shown in the image into suitable parts for analytical examination and draw the free-body diagrams of the parts. Additionally, determine the shear force and bending moment diagrams of the structure. F = 10 kN and a = 2 m. There is a roller support on the left edge and a fixed support at the bottom.

Hello, can someone help me with this problem pls. Draw the internal force (shear and moment) diagrams. Values:  a = 2 m F = 150 kN q0 = 75 kN/m M0 = 450 kN-m The support at B allows movement parallel to the surface.

A load of 100 kN, followed by another load of 50 kN, at a distance of 10 metres, advances across a girder with a 100-metre span. Obtain an expression for the maximum bending moment at a section of the girder at a distance of z metres from an abutment. Please provide solutions. Answer is z(140-1.5z) for z< (100/3)m;(100-z)(1.5z-5) for z>(100/3) m.