Two columns are used to hold a block that weighs 200 kN, in each of the modes shown in the figure. A.) if it is known t...
4. The beam AC shown in Figure 4 is supported by two columns AE and BD, and carries a load P (P-50 kN). The columns have the same square cross section hxh, Young's modulus E 2x105 MPa. Determine the minmum dimension h of the cross section such that both columns do not fail in elastic buckling. Use the factor of safety of 1.2 against buckling. Pin connections are used for ends E, A, and B as shown in Figure 4....
4. The beam AC shown in Figure 4 is supported by two columns AE and BD, and carries a load P (P = 50 kN)、The columns have the same square cross section h xh, Young's modulus E = 2x105 MPa. Determine the minimum dimension h of the cross section such that both columns do not fail in elastic buckling. Use the factor of safety of 1.2 against buckling. Pirn connections are used for ends E, A, and B as shown...
4. The beam AC shown in Figure 4 is supported by two columns AE and BD, and carries a load P (P-50 kN). The columns have the same square cross section hxh, Young's modulus E 2x105 MPa. Determine the minimum dimension h of the cross section such that both columns do not fail in elastic buckling. Use the factor of safety of 1.2 against buckling. Pin connections are used for ends E, A, and B as shown in Figure 4....
5. The figure shows a cast-iron bearing block that is to be bolted to a steel ceiling joist and is to support a gravity load of 18 kN. Bolts used are M24 ISO 8.8 with coarse threads. The joist flanges are 20 mm in thickness, and the dimension A is 20 mm. The modulus of elasticity of the block is 135 G Pa. Find the safe tensile shear load F that can be applied to this connection to provide a...
A
column of 3m in lenght will be built by welding two channels of
rolled steel C130x13. Use E= 200GPa to determine, in each
arrangement shown in the figure, the allowable centric load if a
safety factor of 2.4 is required.
b)
Part A The cotter is used to hold the two rods together. (Figure 1) All parts are made of steel for which the failure normal stress is fail = 510 MPa and the failure shear stress is Trail = 365 MPa. Use a factor of safety of (F.S.)t = 2.30 in tension and (F.S.), = 1.71 in shear. Determine the smallest thickness t of the cotter. Express your answer to three significant figures and include appropriate units. de = Value...
2.33 kN is not the right answer
In the structure shown, an 6-mm-diameter pin is used at A, and 12-mm-diameter pins are used at B and D . Knowing that the ultimate shearing stress is 100 MPa at all connections and that the ultimate normal stress is 250 MPa in each of the two links joiningB and D, determine the allowable load P if an overall factor of safety of 3.1 is desired. Top view 240 mm 200 mm 12...
Determine the forces in each member of the truss shown in figure
11. Above.
120 KN 120 KN 4 m 120 KN H E F 60 KN 60 KN 4 m 40 KN 40 KN A B D 8 m +2 m|-3 m-3m|3m|3m|2m1 8 m Figure 11: A truss. GROUP 2B QUESTION 12: You have just graduated from CBU as a civil engineer. A water utility company employs you. During maintenance, in turning the water pump steadily, you exert a...
As shown, two composite columns of steel and concrete are used to support a rigid platform. The columns are cylindrical, with a steel bar encased in concrete. The outer diameter of each column is dc = 24 cm. The steel in the left column has a diameter of dı = 18 cm. A load of P = 52 kN is applied with L1 = 1.5 m and L2 = 2.2 m. The height of the columns is h = 2.6...
1) The A 36 steel W 8x31 vertical member shown in Figure 1 is used as a pin connected column at both ends. Let the cross-section area A 9.13 in2, 110 in, I 37.1 in, E -29E6 psi and o, 36,000 psi. Determine the following (10 points): 12 ft Figure 1 a) The critical load, Pc, with respect to buckling. b) The critical stress, ac, with respect to buckling Determine if this column will fail first due to yielding or...