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

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

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

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Author:Segui, William T.

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Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

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Please answer the problem below using Nscp 2015,thank you,Asap
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 %3D
An under-reinforced beam section given below. What could be the maximum design load (Pa) on the beam. Materials C30/37 and B420C. Ignore beams' own weight! Pa Pd H A 2 m 2 m, 2 m B As 1500 mm² 300 mm > Cross-section 470 mm 30 mm
Choose only correct answer/option.