1. Determine the ultimate LL capacity (2015 NSCP strength design) of a T-beam which has a simple span of 9.15 m and with the ff properties: flange width 71 cm, flange thickness 15 cm, web thickness 25 cm, web depth 60 cm, reinforcement- 6-32 mm Grade 415 rebars, d = 66 cm. fc' = 20.70 MPa. %3D

1. Determine the ultimate LL capacity (2015 NSCP strength design) of a T-beam which has a simple span of 9.15 m and with the ff properties: flange width 71 cm, flange thickness 15 cm, web thickness 25 cm, web depth 60 cm, reinforcement- 6-32 mm Grade 415 rebars, d = 66 cm. fc' = 20.70 MPa. %3D

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

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Please write the complete solutions and Legibly. Rate will be given! Do not just copy asnwers in CHEGG! Thank you :) A singly reinforced rectangular beam 270 mm x 430 is reinforced with 4-16-mm-dia. rebars with yield strength 420 MPa. If bar centroid is located 70 mm from the bottom edge of the beam and f'c = 21 MPa, calculate the design moment strength in kN-m. Write your answer with 2 decimal places only.
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A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.
Please answer the problem below using Nscp 2015,thank you,Asap
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A two span beam subjected to shear and flexure only is reinforced as follows: @ FACE OF SUPPORTS SECTION TOP BARS BOTTOM BARS @ MIDSPAN 2-020 mm 5-020 mm 3-020 mm 2-020 mm Given: Stirrup diameter, de = 10 mm Concrete fe = 21 MPa Steel rebar fy = 415 MPa Stirrup fy = 275 MPa Beam size b xh= 270 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) Design Moment strength of section at midspan for positive bending = kN m (nearest whole number) Nominal Moment strength of section at face of support for negative bending = kN-m (nearest whole number)
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Pabacboadcom Question Campletion Stutn MOD LE 4 A Movtng to another question will save this response Question 1 A hwo span beam subjected to shear and flexure only is reinforced as follows: @ MIDSPAN 2-016 mm 3-016 mm SECTION @ FACE OF SUPPORTS TOP BARS BOTTOM BARS 5-016 mm 2-016 mm Given: Stirrup diameter, dg - 10 mm Concrete fe=21 MPa Steel rebar fy 415 MPa Stirrup fy= 275 MPa Beam sizebxh=250 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) Design Moment strength of section at midspan for positive bending = kN-m (nearest whole number) kN m (nearest whole number) Nominal Moment strength of section at face of support for negative bending =
sketch the NFD, SFD, BMD, and deformed shape