Obtain the value of the maximun bendling moment for the given beam. (Ay= 133.75 KN Az=0 B= 206.25 N) 40 kN,m 150 kN-m Sm 3 m

F12-5. Determine the maximum deflection of the simply supported beam using the Method of Superpostion. A E = 200 GPa and I = 39.9(106) mª. 40 kN•m 6 m F12-5 10 kN.m

Cross method. Given the continuous beam with the loads and the parameters indicated in it, determine (i) the reactions in the supports; (ii) the bending moment diagram. El is constant throughout the beam. 25KN 20 KN/m 40 KN/m 50 KNm 1m 1m 1m Зт 2m 3m

Use Slope-Deflection Method to determine the reactions for the two-span beam shown below. Take El as constant. 45 kN/m 5m 5m

A reinforced concrete rectangular beam has a width of 315mm and an effective depth of 525mm. The beam is reinforced with six 25mm diameter tension bars. Take fy=400MPa and fc=29.50MPa.   What is the maximum moment using the NSCP 2015, kN-m? What is the nominal moment capacity of the beam, kN-m?

Solve the axial forces of the members indicated in the box below. Round of to the nearest 3rd decimal

need answer

For the beam below, determine the vertical deflection at point B by placing a unit load at B in the virtual system.

%3D Given: w1 = 50 kN/m, w2 = 30 kN/m, P = 30 kN, a 3 m, b= 3 m, and c 3 m. Determine the maximum %3! moment in kN-m. Neglect the mass of the beam. P kN w1kN/m w2kN/m b m C m a m R2 R1

Using MDM for the continuous beam below, determine the following structural parameters and support moments using unreduced rotational stiffness; 2.8m - 3m 34 KN 18 kN/m 15 kN/m :D 21 AE I 21 4m 3m 5m 3.6m Use E = 200 GPa