A short rectangular column 300 mm on one side and 400 mm on the other side.  It is reinforced with 8-25-mm-diameter longitudinal bars equally distributed to the shorter sides of the column.  Use f’c = 21 MPa and fy = 415 MPa. 46.  Calculate the required spacing of 10-mm-diameter ties. s = [s] mm 47.  Calculate the nominal axial strength of the column in, Pn = [Pn] kN. (rounded to the nearest whole number) 48. calculate the unfactored axial dead load the column can sustain if the unfactored axial live load is 2 times that of the dead load.

Q: E K C d D F d A I d H Use your assigned n value. Given: • d = 5 meters • P= 5n 1. Using the method…

A:

Q: An aluminum alloy pipe AB [EAB = 12,000 ksi] with a cross-sectional area of AAB = 6.40 in.2 is…

A: To determine the normal stress in pipes AB and BC.   Given, Modulus of elasticity of aluminum, EAB =…

Q: For the beam shown, calculate the maximum bending stress. P = 50; a = 246; b = 308 Round your answer…

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Q: depth of the neutral axis.

A: Given: Width of the beam, b = 200 mm Depth of the beam, D = 400 mm Clear cover, cc = 40 mm Diameter…

Q: Q1. The beam has a inverse T-section. Determine the maximum tensile and compressive bending stress…

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Q: Analyze the howe truss with the given dead load as shown in the figure. Bottom chord dead load = 5kN…

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Q: 0.4 m 2 m 2 m 2 m B

A: Find the buckling load:

Q: For the truss shown in Figure 2.3b, determine the force in member AM if x = 7 m, y = 3 m, and P = 13…

A:

Q: Determine the slope at point B of the beam shown in Fig a. EI is constant.

A: We can use superposition method to find the slope at point B.

Q: Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the…

A: Determine the force in each members of the truss.

Q: 9-14. The state of stress at a point is shown on the element. Determine (a) the principal stress and…

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Q: Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the…

A:

Q: Q.1/The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is…

A: To find stress in each rod

Q: For the truss shown in Figure 2.3b, determine the force in member DG if x = 5 m, y = 3 m and P = 6…

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Q: Determine if the structure is statically determinate, indeterminate or unstable. Determine the zero…

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Q: The signboard truss is designed to support a horizontal wind load of 775 lb. A separate analysis…

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Q: Solve

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Q: 1. The section shown in the figure fails in flexure. Determine the magnitude of the compressive…

A: Given Data: a = 8 in, b = 16 in, h = 28 in Dia of hole = 8 in f`c = 5 ksi and fy = 60 ksi To find :…

Q: Determine the shearing stress at the neutral axis. (in Psi). Note: include the negative sign in the…

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Q: Determine the force in each member of the loaded truss. The force is positive if in tension,…

A:

Q: G5 // The bar AB is considered to be absolutely rigid and is horizontal before the load of 10000N is…

A:

Q: An assembly of bars are designed in Figure 1: The assembly is made of structural A-36 steel where…

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Q: Determine the force in each member of the loaded truss. The forces are positive if in tension,…

A:

Q: The 3 bars are made of steel and form a pin-connected truss. Each bar has a cross sectional area of…

A:

Q: normal Ja-25° K → P= AB kN

A: Given data: P=53 KNA=1200 mm2α=25o Calculating normal stress on the plane a-a:…

Q: For the truss shown in Figure 2.3b, determine the force in member DK if x = 5 m, y = 7 m and P =…

A: Given data in question  Truss Dimensions  Point loads To find out  Force in member DK   Note We will…

Q: 1. The lower ends of the three bars in the figure are at the same level before the uniform rigid…

A: Step 1: Step 2: Step 3: Step 4:

Q: F₁70 kN and F2 = 60 kN. A is a pin, and F is a roller. Figure -2 m- 40 kN E 50 KN -2 m- H -2 m D C 1…

A: Given data-  F1 = 70 KN  F2 = 60 KN  Find out -  Force in member EH ?

Q: 1. For the assembly shown, determine the displacement of point B and D as the load of 50KN is…

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Q: LBC LAB

A:

Q: Use P = 45 kips and cross-sectional area of each member is 5.25 in^2 .

A: Calculation of reaction: Moment at H: Clockwise moment is taken as positive and Anticlockwise moment…

Q: Q.1//The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is…

A: Solution: Given data: length of BF and CF =250 mm  Area of CF =400 mm2 Area of BE=200 mm2 For copper…

Q: following Integral function.

A: Given:- To find:- Integral function

Q: Determine the greatest A punch press has the cast steel frame shown in Figure force P that can be…

A:

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

A: Given: The value of b is 3.6 in. The value of d is 10.8 in. The value of a is 2.3 in. The value of t…

Q: Q.1/The bar AD is considered to be absolutely rigid and is horizontal before the load of 200 KN is…

A: to find stress in each rod

Q: Given v, = 25m/s %3D S.g.= 0.83 Find the force required plate d=somm jet

A: given :-

Q: E 250 mm P = 25 kN B 30 60 C TOP VIEW 280 mm Member AD is fabricated by joining two bars (E=205GPA,…

A: E=2G(1+μ) GIVEN E=205GPa G=82GPa by formula 205=2X82 (1+μ) μ=1.25-1=.25

Q: 0.4 m 2 m 2 m 2 m В

A: Given data: Calculate the buckling load:

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.