Consider the bear shown in (Figure 1). Figure 15 kN/m 45 m- 30 kN/m 1 of 1 Part A Determine the shear as a function of z for 0 << 4.5 m. Express your answer in kilonewtons in terms of z. 195] ΑΣΦ. 11 vec Submit ▼ Part B Request Answer Determine the moment as a function of z for 0 Sz<4.5 m. Express your answer in kilonewton-meters in terms of z. VAE Ivec M= kN 2 kN-m

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

Develop an expression for the shear force V(x) as a function of position (x) along the beam.

Use the graphical method to construct the shear-force diagram and identify the magnitude of the largest shear force (consider both positive and negative). The ground reactions at the wall of the cantilever are provided. L1= 14.00 ft L2 = 7.75 ft Vc = 87.00 kips Mc = 621.875 kip-ft 20 kips 70 kips 12 kips/ft 6 kips/ft Mc A В L1 L2 99.00 kips O 110.00 kips O 75.00 kips O 64.00 kips O 87.00 kips

Beam cross section is shown in Figure Q3 and given the second moment of area is I= 20.85 x 106 mm*. If a resultant shear force, Vacting at the beam cross section is 40 kN, (a) Determine the shear stress at point M, N, O and P based on the given shear force. (b) Sketch the shear stress distribution over the cross section and label the shear stress values V= 40 kN M 80 mm 40 mm y =100 mm 80 mm 80 mm 30 mm 80 mm Figure Q3

For the following figure, calculate the shear stress, V, when x = 12.0 m. Draw the Shear Force and Bending Moment diagrams. Remember to correctly place the positive or negative sign and highlight the value of the absolute maximum shear force, the maximum positive and negative bending moments.

At a given 7 locations/sections (0,1,2,3,4,5,6) on a beam of uniform I-section, the beam is subjected to a shear force of 100 kN. Plot a curve to show the variation of shear stress across the section and hence determine the ratio of the maximum shear stress to the mean shear stress given as;

Please draw shear force diagram v(X) and bending moment diagram m(X)

Draw the free-body diagram for the portion of machine structure shown in Figure 1. Determine the reactions at the supports and draw the complete shear-force and bending-moment diagrams. 460 N 120 N 180 N Dimensions in Spur mm 6.75 gear Bevel gear ID 11.0 12.0 5.5

Perform double integration of the bending moment equations. You will obtain deflections in this form (can be found in the image attached)     Calculate: the value of the constant integration C2. Enter your answer in kNm2 to three decimal places. b) the value of the integration constant C4. Enter your answer in kNm2 to three decimal places. c) the value of the deflection at point C. Enter your answer in mm to three decimal places.