For the beam below 2m 3100 N 800 N 200 N 400 N 800 N/m 3 m The absolute value of the shear force at x = 4 m is most nearly 1500 N 2 m 2 m

A pin-jointed 2-D truss is loaded with a vertical load of 10 kN as shown in figure. The crosssectional area of the horizontal member is 150 mm² and cross-section areas of the members AC and BC are 200 mm² each. Modulus of elasticity of the truss material is 200 kN/mm². The magnitude of horizontal displacement (in mm, round off to two decimal places) of joint Cis A -6m 10 KN 5 m 4.5 m

It is known that applied load (P) to the cross section is 900 Kn. Calculate the stresses at the given point and show the maximum values. Plot the stress profile in 3D. Calculate the total axial force and moments in the cross section. 1 m P 4m P 3 m 1m 600mm Ham or 300 140 460

A docs.google.com 58 kN/m For the beam and loading shown in figure, answer the Hinge questions below -5.5 m 254 mm 18 mm 10.5 mm 356 mm Determine the distance (a )for which the absolute value of the bending moment in .the beam is as small as possible 3.09 14.9 4.5 1 Determine the corresponding maximum .normal stress due to bending 89 98 12.95