B C E 2 m 2m 2 m b) Determine the force in member DE c) Determine the force in member CD 4 m D 500 N 700 N a) Determine all zero-force members
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- A steel column carries an axial load of 801 kN and a moment of 71 kN-m at the top and moment at the bottom which is only70% of the moment at thetop. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties:A = 13159 mm2ry = 109 mmry = 94 mmSx = 1200 x 103 mm3K= 1.0L= 3.6 mE= 200,000 MpaFy = 248 MpaUse NSCP specification for compressive stress and Fb =148 Mpa.Determine the Allowable Compressive Stress. Note: the answer should close 133 MPAA steel column carries an axial load of 801 kN and a moment of 71 kN-m at the top and moment at the bottom which is only70% of the moment at thetop. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties:A = 13159 mm2ry = 109 mmry = 94 mmSx = 1200 x 103 mm3K= 1.0L= 3.6 mE= 200,000 MpaFy = 248 MpaUse NSCP specification for compressive stress and Fb =148 Mpa.Determine the Allowable Compressive Stress.1. A simply supported W16x40 (A36) beam supports a a dead load = 20 psf that includes ceiling weight + HVAC, a floor live load = 50 psf, and self-weight of the beam. The beam also supports a 10 kip dead load from a column supporting a mezzanine level. The 10 kip dead load is located 10 ft from the left beam support. The beam is 15 ft long and has a tributary width = 10 ft. Provide the following information for the beam: Using the LRFD method, draw the loading, shear, and moment diagram for the beam. Label locations and points of maximum shear and moment on the beam. Find the live load deflection in the middle of the beam. Deflection formulas are provided in the 15th ED. AISC Steel Manual Table 3-23. The modulus of elasticity for steel = 29,000 ksi.
- An aluminum strut 2.00m long has a rectangular section 50mm by 30mm. A bolt through each end secures the strut so that it acts as a hinged column about an axis perpendicular to the 50 mm dimension and as a fixed ended column about an axis perpendicular to the 30mm dimension. Determine the safe central load using a factor of safety of 2.5 and E= 70 Gpa.An rcc beam having width 300mm and 500mm effective depth is reinforced with 4 bars of 16mm diameter in tension zone. Determine 1) depth of actual neutral axis 2) depth of critical neutral axis3) ultimate moment of resistance. Use M30 and Fe 415.Determine the flexural strength in ft kips of a W12 × 35 of A242 (Fy = 50ksi) steel subject to a. Continuous lateral support. Blank 1 b. An unbraced length of 10 ft with Cb = 1.0 c. An unbraced length of 20 ft with Cb = 1.0
- An RCC beam 400*600 (effective depth) is reinforced with 4 no. 25mm diameter bar the beam is subjected to BM 150KNm. find the stress setup in steel and concrete. Consider M20 Fe415determine the size of bearing plate required for an end reaction of 11 kips dead load and 44 kips live load on a W14x53 beam of A572 grade 60 steel. the beam rests on a 4-in which concrete wall f'c = 3500 psi specify thickness in multiples of 1/4 in and the length and width to whole inchesCompute the design moment strength of the beam section describedbelow if fy = 420 MPa, fc’ = 21 MPa.d= 650 mmd’= 70 mmb = 450 mmAs’: 3-28mm dia. As: 4-36mm dia
- Prblm 4c,Q) Determine the elastic and plastic moment of resistance of the RC beam. The beam is a trapezoid in shape. B1 at top = 300mm, B2 at bottom = 500mm, total height = 600mm, height from top to the bottom of the steel reinforcement = 570mm, As = 1473mm^2, Fy=350MPa, Fcu=30MPa Solve this early I upvoteA floor systems has its beams spaced at 9 ft apart. The dead load is 120 psf and the live load is 110 psf. The factored LRFD uniform load on this beam due to to dead and live loads in lb/ft is equal to: Group of answer choices 2100 lb/ft 2880 lb/ft 2420 lb/ft 330 lb/ft