Situation The total length of the beam shown below is 10 m and the uniform load wo is equal to 15 kN/m. X Wo 000

For the beam and loading shown below, determine the beam deflection at point H. Assume that El-5.3 x 104 kN-m² is constant for the beam; w 6.4 kN/m, LAB= 2.0 m, LBc-4.0 m, LCH=2.0 m. Answer: VH LAB B mm W LBC C LCH H

a. Location or distance of maximum moment measured at “x” distance from point Ab. Maximum bending stressc. Bending stress at point Bd. Bending stress at point C

a.) value of d due to shear  b.) accepted value of d

nj. A beam is 10.5 m in length and loaded as shown in Figure Q4. If the deflection in the mid-distance between A and B is 3 mm, find the value of flexural rigidity (El). Find also the value and location of the maximum deflection. 3 kN .-.- C 2.5 m 1 kN/m | || | || | || A 6 m mussenbo Figure Q4: Beam Loading B 1 kN 2 m D

Solve the following problems completely and neatly. Use 3 decimal places in all your computations except for strain and rho(5 decimal places).

Q1/ A beam carries the loads shown in figure, if the tensile stress must not exceed 20 MPa and the compression stress 70MPa. Find the maximum value of load P Soms P W=2.5p kN/m # 300 Im All 4m. mm norm.. Im тор I Ilomm 10m. 1110 150mm mm

The floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the factored (ASD) axial load (kN) to be carried by the column at O. Girder Floor beam Column A B J H FH -Ix H K G C I HA H- M 4 at 7.5 m = 30 m D N E -Io 13 2 at 12 m = 24 m

Engineering analysis

A simply supported steel beam of channel-type cross section is loaded by both the uniformly distributed load and the couple shown in the figure. Determine the maximum tensile and compressive stresses. 40 kN/m 40 mm 40 mm 20 kN.m 220 mm- HE T 3 m 1m1 m. 40 mm 200 mm