Solved Problem on OP-AMPS
Options: (A) -15 (B) -0.7 (C) +0.7 (D) +15Related Items
Solved Problem on Beams
Beam PQRS has internal hinges in spans PQ and RS as shown. The beammay be subjected to a moving distributed vertical load of maximum intensity 4 kN/m of any length anywhere on the beam. The maximum absolute value of the shear force...
Solved Problem on Beams
A uniform beam weighing 1800 N is supported at E and F by cable ABCD. Determine the tension ( in N) in segment AB of this cable ( correct to 1-decimal place).
Solved Problem on Beams
A uniform beam (EI=constant) PQ in the form of a quarter-circle of radius R is fixed at end P and free at the end Q, where a load W is applied as shown. The vertical downward displacement, δp, at the
Solved Problem on Bending moment and shear force
All members in the rigid-jointed frame shown are prismatic and have the same flexural stiffness EI. Find the magnitude of the bending moment at Q (in kNm) due to the given loading.
Solved Problem on Trusses
The pin-jointed 2-D truss is loaded with a horizontal force of 15 kN at joint S and another 15 kN vertical force at joint U, as shown.Find the force in member RS (in kN ) ...