Beam AB supports a uniformly distributed load of w kN/m and two concentrated loads P 2 kN and Q = 2 kN. Given that the bending moment is 0.66 kN.m at C and 0.25 kN.m at D. Determine the shear force (kN) at point C. [Round your answer to two decimals] 18 mm o kN/m 36 mm DI 0.1 m

A standard truck moves across a 25- meter span. The wheel loads are P1=36 kN and P2=142 kN separated by 4.3 m and P3=142 kN at 7.6 m from P2. Determine the beam dimensions if the maximum flexural stress is equal to 100 MPa. Use the ratio h = 1.6b. Round your answer into the nearest whole number. O 213 mm x 415 mm O 415 mm x 213 mm O 321 mm x 514 mm O 514 mm x 312 mm

STRENGTH OF MATERIALS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LONG EXPLANATION NEEDED. ANSWER IT ASAP. USE 3 DECIMAL PLACES)

The cross section of a wood beam carries a bending moment M of magnitude 20R lb.-in. acting at 100 to the horizontal. Determine(a)the angle between the neutral axis and the horizontal; and (b) the maximum bending stress acting on the cross section. Note R=993

1. The axel loads for the truck shown below are P1 = 8 kips, P2 = 6 kips, P3 = 4 kips. Calculate the maximum moment (M) and Maximum shear (V) as the truck is driven across the bridge. Remember this will require the loads being evaluated at two different locations. PI P2 P3 A 20' 8' B 60'

A wood beam carries the loading shown in the figure. calculate the maximum bending stress (in Pa) if P = 4456 N, W = 1869 N/m, a = 1.36 m, b = 2.36 m, c = 1.04 m, L = 81 mm and h = 247 mm. Round off the final answer to two decimal places.

the it For the given cross-section, if the width b = 6.6 in., the height h = 8.4 in., and the internal bending moment M = 132 kip-in. is applied as shown, at angle = 35° with the z-axis. Determine the absolute maximum bending stress (in the unit of ksi) at this cross section. M Ө ·b. с h Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point.

Q2.Determine bending moment values and shear force values at all load points and supports, also draw the Shear and Moment Diagram:                                   Determination of Reactions RA and RB:                                                                                                                                          Theoretical Shear force at all points: SFA =       SFB =       SFC =       SFD =       SFE =               Theoretical Bending Moment at all points: BMA =       BMB =       BMC =       BMD =       BME =

Please give correct and proper explanation

indicate the answer in kN