Question: Take P = 50 kN. EI is constant. (Figure 1) Part A Determine the reaction at the roller B. Express your answer to three significant figures and include the appropriate units. μΑ ? By = Value Units Submit Request Answer Figure < 1 of 1 Provide Feedback P А B 4 m 2 m 6 m

Question: Consider the beam and loading shown where P = 50 kN. P 60 KN 60 KN C с D E B T-1.5m+ -1.5 m 1.5 m 0.9 m 0.6 m m the figures given below, identify the correct shear diagram and determine the maximum absolute value of the shear. NI Shear Force Figure 1 Figure 2 Shear Force Figure 3 Figure 4 correct shear diagram is Figure 1 maximum absolute value of the shear

Question: Set P1 = 50 kN , P2 = 32 kN Part A Determine the force in member AD, and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units.

Question: A 50-kN force is applied to an eye bolt as shown inFig. P2-40. (a) Determine the direction angles Øx, Øy, and Øz. (b) Determine the x, y, and z scalar components of theforce. (c) Express the force in Cartesian vector form.

D JA o 2 m Fsc = Value Units G -1.5m +1.5 m -15m- 1.5m Submit Request Answer P2 Part E Set P = 70 kN P, = 50 kN. (Figure 1) Determine the force in member CD of the truss Express your answer to three significant figur and positive value in the case of tension.

Question: Given:- the sheet-pile soil system shown in Figure 2, where L1 = 1.5 m and L2 = 3 m;- for the sand:• ' = 33\deg • = 16.5 kN/m3• sat = 19.0 kN/m3- for the clay:• c = 50 kN/m2, = 0, and sat = 20 kN/m3.Determine the required depth of embedment of the sheet pile, allowing for a 50% increase fromthe theoretical estimate

Question: 8) 8 An axial pull of 50 kN is acting on a bar consisting of three different section as shown in the figure B8. Calculate the stresses acting in each section and total extension of the bar.

Question: Suppose we need to support a 50kN load axially on a cylinder (assume design factor of 2 ) with one of the following materials. Select which material would be appropriate for each situation. Justify your choice. a. Minimize weight b. Minimize diameter c. Minimize cost d. Minimize axial elongation

a) 13.66 kN C) 25.58 kN.m b) 19.77 kN.m d) 32.15 kN.m 19. CE Board May 2006 From the given figure of a cable connection shown. -2m—-1.5m 2m 2m 2m 3 kN 8 KN Which of the following gives the tension of the segment CD.

The stiff clay has the following properties: Cu =95 kPa, c' = 10 kPa, O' = 20°, Yt = 19.0 kN/m3 Assume the groundwater level to be 10 m below ground surface. The footing is required to carry a total of 400 kN/m, which is comprised of 350 kN/m of dead load plus 50 kN/m of live load.