Caps Lock A S Shift Curi Z X C 1- The tank is 5 m long. Determine the total force on the bottom of the tank. 4 m Air 200 kPa (gage) Oil sg= 0.80 Tank is 5 m long 2.0 m Date Given. 2.7 m Water 3 m

The assembly consists of two 10-mm diameter red brass C83400 copper rods AB and CD, a 15- mm diameter 304 stainless steel rod EF, and a rigid bar G. 1) If P=5KN, determine the horizontal displacement of end F of rod EF 2) If the horizontal displacement of end F of rod EF is 0.45 mm, determine the magnitude of P. -300 mm- 450 mm- Figure 3: Assembly 4P

Ex/Determine the reaction TIT 4m LUCL B Um A is Fixed 2m 2 KN 2m WWW um C use (Force method) , B and c rod E = 200 GPa 4 I = 400 mm A = 2.5mm

Determine the force in the member CE of the truss shown. It has F1=13 and F2-3 loaded as shown. Answer in two decimal places. Numerical values only. Don't indicate units here, just on the submitted solution. 2.53 m 2.07 m, -5.4 m F2 F1 2.25 m E F 4 m 3 m B)

For the structure shown in Figure (4): Draw I.L for (RA), (RC), (VB), (VD) and (MD) 2 39 5 Figure (4) 1 e A 2m B 2m 2m D 2m E

135 mm 85 mm σ, = -58 MPa E = 105 GPa D = 0.33 Beer & Johnston & DeWolf & Mazurek 2.86 (a) For the axial loading shown, determine the change in height and the change in volume of the brass cylinder shown. (b) Solve part a, assuming that the loading is hydrostatic with Ox= Oy = O₂ = -70 MPa

For the assembly shown, as the screw is tightened down, the strain in the horizontal direction at B is 900×106 m/m. What is the load P on the screw. E= 200 Gla.= of le 20 60 20mm hans s 201 Bo 40 Section a-a 104mm a← 120mm IT. at 300 mm →

Determine the support reaction Rc, in the simply supported beam shown below. Your answer should be in terms of W, L and a. W BY Ro Rx A. Rc-3W OBRC=WaL OC Re WaL OD Rc=-W O E. Rc=3W은 %3D F. Re=w

300 mm 7 Ultimate Stress Design (USD) Design the steel reinforcements, both in longitudinal and transverse bars, so that the beam can carry the load as shown. (Determine the number of main bars, & spacing; determine the spacing of stirrups throughout the beam length, and you may assume Vu to be the max reaction at the support). 500 mm you may asSume one value of spacing 33 kN 33 kN 3.75 kN/m = self-weight of the beam 6 meters of simply supported beam Use f'c = 27.6 MPa and fy = 414 MPa. For the mean time, use B = 0.85. Use 16 mm diameter bars for main bars, and 10 mm dilameter bars for stirrups. Use NSCP 2010. Hint: M. denign= 1.2M, pL + 1.6M, u Va devign = 1.2V, DL %3! + 1.6V, u %3D Shear and Moment Diagrams may help (Separate DL and )

Cylindrical rod is placed inside. fube of the same length. a the ends of the rod and tube are attached to a rigid support one side and A vigid plate on the other the load on the rod - tube assembly is increased from zero to 26 KN and removed. Draw load-deflection diagram & calculate a the residual stresses in rod & tube Rod Tube Tube 2 A₁ = 46.4mm² Er = 200 Gpa A₁ = 64.5 mm P 100 Gpa = мра ра - 246 MPa 3y = 300 MPa engineering Rod Tube K 800. mm A