Compute the nominal axial load capacity (KN) of the column that can be applied at an eccentricity of 250mm. Assume bending along the horizontal axis. 600 65 300
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- A block weighing 100 kN is pushed by a horizontal force of 100 kN along a smooth horizontal plane from A to B,10 m distant. The velocity of the block at A is 10m/s. The block is released at B and passes through an upward circular arcBC (tangent to B) of radius 10m and central angle 45 degrees and along an inclined plane CD tangent to the arc at C.Required: Sketch the given conditions and draw the necessary FBDs. Then determine the following:a. the velocity of the block at B.b. the velocity of the block at C.c. the distance along CD that the block will move before it comes to rest.a 4.5m simple beam, AB carries a 36kN downward concentrated load at midspan at point C. the left end support A is a hinge while the other right end support B is a roller. using area moment method, what is the value of the slope at point B with respect to initial beam is ___ /EI?A rectangular beam has the following properties: b = 300 mm, d = 350 mm, tension bars As = 4-28mmØ, compression bars As’ = 2-28 mmØ, d’ = 60 mm. Determine the design strength of the beam.a. 233.155 kN.m. c. 636.511 kN.m.b. 332.511 kN.m. d. 755.321 kN.m. Calculate the ultimate axial load capacity of a round spiral column having a diameter of 400 mm reinforced with 6-20 mm Ø bars having fc’ = 24 MPa and fy = 276 MPa. a. 1941.401 kN c. 1841.321 kNb. 9141.401 kN d. 8141.321 kN
- A simply supported beam having a span of 8m, carries a concentrated load of 40kn at 6m. from the left support. Use EI=80000 kN-m^2.using conjugate beam method1. Compute the slope at the left support.a. 0.00125 radb. 0.001 radc. 0.00727 radd. 0.00025 rad2. Compute the slope at a point 2m. from the left support. a. 0.00125 radb. 0.001 radc. 0.00727 radd. 0.00025 rad3. Compute the deflection at the point of application of the loads. a. 3mmb. 0.72mmc. 6.16mmd. 5mmA rectangular beam has the following properties: b = 300 mm, d = 350 mm, tension bars As = 4-28mmØ,compression bars As’ = 2-28 mmØ, d’ = 60 mm. Fc’ = 30 MPa and fy = 345 MPa Determine the design strength of the beam.a. 233.155 kN.m. c. 636.511 kN.m.b. 332.511 kN.m. d. 755.321 kN.m. Calculate the ultimate axial load capacity of a round spiral column having a diameter of 400 mm reinforced with 6-20 mm Ø bars having fc’ = 24 MPa and fy = 276 MPa a. 1941.401 kN c. 1841.321 kNb. 9141.401 kN d. 8141.321 kN Please answer asap.If FB = 560 N and FC = 700 N, determine themagnitude and coordinate direction angles of the resultantforce acting on the flag pole.
- A short Column is subjected to a factored axial laod Pu = 3,614 kN , fc'=27.6 MPa, fy=414.6 MPa. Assume Moments are negligible, what is the minimum gross cross sectional area required if it is a tied columnA cantilever beam carries a trapezoidaldistributed load (see figure). Let wB = 2.5 kN/m,wA = 5.0 kN/m, and L = 2.5 m. The beam has amodulus E = 45GPa and a rectangular cross sectionwith width b = 200 mm and depth h = 300 mm.Use the method of superposition and Cases 1 and8 in Table H-1 to calculate the def lection and rotationat B.The 426-kg uniform beam is subjected to the three external loads shown. Compute the vertical reaction (N) at the support point O if P = 4189 N, Q = 3243 N, T = 40187 Nm, x = 1.02 m, y = 1.43 m, and z = 1.56 m and the system is in equilibrium.Positive values are to the right, up, and counterclockwise. Round off only on the final answer expressed in 3 decimal places.
- Consider the cross-section of the gravity concrete dam shown below. Check its stability against overturning about the point O. The specific weights of water and concrete are 9.81kN/m3 and 23.54 kN/m3, respectively. Take into consideration the unit length of the dam and assume that the bottom is impervious (neglect the buoyancy due to the water at foundation).A simply-supported beam, 9 m in length, pin at A and roller at B, is subjected to a uniform load of 20 kN/m applied at the beam's middle third. Determine the slope of B wrt A, slope of A wrt B, tangential deviation of A wrt B, and the tangential deviation of B wrt to A. 3QUESTION-1: Draw the bending moment diagram of the system under the influence of external loads below. Calculate the vertical displacement value at the intersection of the horizontal beam and vertical column member? (EI= 50000kNm2)