Find the required amount of reinforcement required for the abdominium beam in order to support the...

Find the required amount of reinforcement required for the abdominium beam in order to support the cross-sectional bending moment MU= 525 kN·m under the counting load. Design cover thickness 40mm and stub reinforcement using D10. Compressed iron bars do not have to be surrendered, and the size of the cross-section can only be increased if the design is not possible under the given conditions.

b = 320 mm, h = 550 mm, fck = 32 MPa,

fy= 450 MPa, Using D19 Tension Reinforcement and Compressed Reinforcement

Solutions

Expert Solution

Ally Wells answered 1 month ago

Next > < Previous

Related Solutions

Sectional bending moment due to counting load MU = 525 kN Find the amount of reinforcement...

Sectional bending moment due to counting load MU = 525 kN Find the amount of reinforcement required. The cover thickness is 40mm, and the stirrup rebar is D10. Design. Compressed reinforcing bars do not have to be yielded, and the size of the section can only be increased if design is not possible under the given conditions. b = 330 mm, h = 600 mm, f ck = 40 MPa, f y = 500 MPa, using tensile and compressed rebar...

Sectional bending moment due to counting load MU = 525 kN Find the amount of reinforcement...

Sectional bending moment due to counting load MU = 525 kN Find the amount of reinforcement required. The cover thickness is 40mm, and the stirrup rebar is D10. Design. Compressed reinforcing bars do not have to be yielded, and the size of the section can only be increased if design is not possible under the given conditions. b = 310 mm, h = 520 mm, f ck = 29 MPa, f y = 520 MPa, using tensile and compressed rebar...

This question is referring to a concrete beam with steel rebar reinforcement, For a simply supported...

This question is referring to a concrete beam with steel rebar reinforcement, For a simply supported beam with width 10 inches and depth 14 inches design the steel to resist a maximum moment of 50 kip feet. span=15 feet. Concrete 4 ksi. steel is 60 ksi.

Please select the reinforcement spacing for the entire span of a simply supported beam on a...

Please select the reinforcement spacing for the entire span of a simply supported beam on a 22 ft span. Use the detailed method to calculate Vc. Do not use a shear envelope diagram use the regular shear force diagram. Use b = 16 in., d = 27 in., the main bending reinforcement consists of 4 #9 bars. The unfactored dead and live loads are 2.6 Kip/ft and 2.5 kip/ft, respectively, f’c = 4500 psi, and fy = 60,000 psi. Use...

For the column and beam layout, find the required slab thickness and spacing of #4 reinforcing...

For the column and beam layout, find the required slab thickness and spacing of #4 reinforcing bars, if the loading in addition to self-weight, is 2 point loads of 2 kips at the third points of each span (4 point loads total) f'c =4000psi fy = 60ksi d = hSLAB - 1in, weight of reinforced concrete is 150pcf, width of beams - 12in, space between borders of beams - 7ft.

For the column and beam layout, find the required slab thickness and spacing of #4 reinforcing...

The bottom reinforcement in a 200mm × 500mm concrete beam is found to have corroded during...

The bottom reinforcement in a 200mm × 500mm concrete beam is found to have corroded during its service life. Scans indicate that the effective diameter of the steel has reduced from 16?? ?? to 15?? ??. Determine the % reduction in the tensile capacity of the beam. The yield strength of the steel reinforcement is 500??Pa. Please Answer Question Above

a)Use SBC 304 to design a simply supported rectangular RC beam with tension reinforcement only to...

a)Use SBC 304 to design a simply supported rectangular RC beam with tension reinforcement only to carry a service dead load of 18 kN/m (excluding beam’s self-weight) and service live load of 6 kN/m. The span of the beam is 7.5 m. Design data:Compressive strength of concrete, ?’?=25MPaYield strength of reinforcing steel, ??=420MPaConcrete cover 50mmSize of stirrups 10 mmSize of main reinforcement20mmMaximum size of aggregate 20 mm b)What is the maximum uniform live load (in kN/m) that the beam designed...

Design of Rectangular Beams with Tension Reinforcement Design a rectangular beam section (i.e., select b, h,...

Design of Rectangular Beams with Tension Reinforcement Design a rectangular beam section (i.e., select b, h, and the required tension reinforcement) at midspan for a 22 ft-span simply supported beam that supports its own self-weight, a superimposed uniform dead load of 1.25 kip/ft, and a uniform live load of 2 kip/ft. The material properties are f 0 c = 4, 500 psi and fy = 60, 000 psi. Consider a clear cover of 1.5 inches to the #4 stirrups. Follow...

Calculate the minimum prestressing force required for Beam 1 knowing that the beam has a cross...

Calculate the minimum prestressing force required for Beam 1 knowing that the beam has a cross sectional area of 200 × 500 mm and an allowable stress of 0.3 N/mm2 . External Load applied in Tons/m is 150

Subjects