6.1 A beam of length 10 m is symmetrically placed on two supports 7 m apart. The loading is 15 kN/m between the supports and 20 kN at each end. What is the central deflection of the beam? E = 210 GN/m²; I = 200 × 10-6 m². [6.8 mm]

The bar AB is attached to aluminum and steel rods, horizontal before the load P is applied. Find the displacement of steel rod caused by the force P = 55.25KN. ALUMINUM L= 4.552m A = 565mm2 E= 70GPA STEEL L= 3.525m A = 345mm2 E= 200GPA 3.65m 2.46m

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2. Consider the given beam below. Determine the following: a. Vertical reaction at the hinge support (KN) b. Horizontal reaction at the hinge support (KN) c. Reaction at the roller support (KN)

۱۰:۵۲ ۱ %01 Determine the horizontal and vertical component at A and B neglect the weight of the beam 1.5 m 4 kN E D 8 kN F Ax (KN) Ay (KN) Bx (KN) By U 20 21.33 C B 0 2 m 2 m @D 12 O

The beam shown is hinged at one end, It is supported by two steel rods of equal length of 1.5m. Before the load is applied, the beam hangs level. Use E = 200, 000MPa and a = 11.7. Neglect bending of the beam. m°C FT A=640mm? A=320mm2 B C D 1.2 m 0.8 m 12m V 54KN 1. Axial load at steel rod in kN? un 2. Axial stress at steel rod in MPa? 3. Axial deformation of aluminum rod in mm? 4. Axial deformation of steel rod in mm? 5. Axial Load at aluminum rod in kN?

Solve the exercise

Compute vertical displacement of E if: 100 kips acts dowmward at A A unit force acts down at E

I need the answer as soon as possible

Determine FEMAD of the beam with uniform distributed load of 70 kN/m, 7 meters from the left fixed support then up to 1 meter away from the right fixed support. L = 10 m O 16.67 4 O 74.% Ⓒ614.67