A B C 2 m 2 m 2 m 5 kN-m

Determine and draw the curves of the cohesive forces of the beams in the following questions.

The frame shown in the figure is supported by a hinge at E and roller at D. Compute the horizontal and vertical component of the hinge force at C. as it acts upon BD *use 3 decimal place in rounding off all throughout the solution.

Find the deflection equation of the beam of length 1, with distributed uniform load w(x) = w0 between 1/3 <= x <= 2/3

Fill in the blanks only.

I need the answer as soon as possible

For the beam and loading shown, determine (a) the deflection at point C, (b) the slope at end A.

Answer asap

Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using “Force Method". The (roller) support at “B" settles 35 mm. The moment of inertia is given by (I) for regions “AB", “BC" and “CD"; however it is equal to (21) for the region “DE". (“B" is the roller and “E" is the fixed type of support). [The flexural rigidity: El=40000 KNM²] 60 kN 10 kN/m ►X В (I) (1) (I) (21) 1.5m

Determine the equations of twist and deflection for the following beam. If any constant is zero should indicate it. Use the reference frame as requested: Section ABC, froml eft to right(→) with origin in A, Section CDE from right to left(<--) with origin in E.