TITLE: FLEXURAL ANALYSIS OF BEAMS (STRENGTH METHOD) PROBLEM: A cantilever beam shown supports a uniform service (unfactored) deadload of 15 kN/m plus its own weight and a concentrated service (unfactored) liveload of 53.4 kN. The concrete is normal-weight concrete with f'c = 27.6 MPa and fy = 414 MPa for steel. Use unit weight of concrete equal to 23.5 kN/m³. Required: a. Draw the shear and momemt diagram. b. Draw the strain diagram, stress diagram and the internal forces diagram. c. Determine if the section is ductile using ACI 318-99 and NSCP 2015. d. Check the adequacy using ACI 318-99 and NSCP 2015: ĐM, 2 My 6— 25mmо bars 450 тm 387.5 mm 750 mm Live load, PL = 53.4 kN WD =15 kN/m + weight of beam 2.70 m 0.30 m COMPUTATION: Computation must be complete.

Q: Concrete is required for walls of a building that will be moderately exposed to Intrained freezing…

A:

Q: A short plain concrete column with dimensions of 300 mm * 300 mm *900 mm is to be constructed. If…

A: Solution Given Data Dimension=300 mm*300 mm*900 mm Compressive strength = 34.5 MPa FOS= 1.2

Q: 10 %) of concrete samples have compressive strength less than (30 mn/m2) and (20%) have strength…

A: Given:- 10 % concrete samples compressive strength<30 MN/m2 20 % concrete samples compressive…

Q: 30 kip W = 2 kip/ft A В 10 ft. 20 ft. 30 ft. f. = 5000 psi 30 in. 36 in. 8 #9 bars 3 in. 3 in. 16…

A: Note-Since we answer one subpart at a time so we will answer the first three. Please resubmit…

Q: Problem 5: A beam is 250 mm in width, 500 mm in total height and 3.5 meters in length. This beam was…

A: Given data width of beam= 250mm Height = 500mm Length= 3500 mm compressive strength= 32MPa we have…

Q: ve desic Q4) Concrete is required for walls of a building that will be moderately exposed to…

A:

Q: Consider the following data: 1. 3-10 mm 0 bars are in bundle and are in compression. 2. Steel used…

A: Given data,

Q: On the 28th day after concrete was mixed, a 6.00-in-diameter concrete cylinder failed in a…

A: Given data, Diameter of cylinder d = 6 in Compressive load P = 145000 lb Factor of safety γ0 = 5

Q: Design According to ACI 318-19 CODE if possible, otherwise mention the code used for the design

A:

Q: A normal-weight concrete has an average compressive strength of 20 MPa. What is the estimated…

A: Given data:  Average compressive strength of concrete is 20 MPa. Determine the flexure strength=?

Q: On the 28th day after concrete was mixed, a 6.00-in-diameter concrete cylinder failed in a…

A: Given data,Diameter of cylinder d = 6 inCompressive load P = 145000 lbFactor of safety  = 5

Q: 3. The clear spacing of the main longitudinal A. 140.6 B. 155.3 C. 165.7 forcements in m D.207.6

A: Diameter of column (D) = 450 mm Factored axial load (Pu) = 3170 KN Clear bar covering (d') = 40 mm…

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.