Using the Ultimate Strength Design Method, determine the required size (b x h) of a 6m rectangular simple beam and the amount of tension bars to sustain the following service loads. dь 3 16 mm fy %3D 420 MPа fc' = 21 MPa WDL = 7 kN/m WLL = 10 kN/m

Using the Ultimate Strength Design Method, determine the required size (b x h) of a 6m rectangular simple beam and the amount of tension bars to sustain the following service loads. dь 3 16 mm fy %3D 420 MPа fc' = 21 MPa WDL = 7 kN/m WLL = 10 kN/m

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

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...

See similar textbooks

Related questions

Q: The cylinder having a diameter D ft weighs W Ib and is L ft long. Determine the reaction (lb.) at…

Q: A simply supported beam has a height of 600 mm and a width of 300mm. Determine the maximum safe live…

Q: Compute the Modulus of Rupture of the beam shown, in MPa.

A: "Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: 10-3 Shearing Stress and Deflection in Composite Beams 423 1014. A rectangular section 150 mm wide…

Q: Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown.…

A: d (effective depth) = 430mm

Q: Determine the Design Flexural Strength of W460x52 A992 Steel with the following cases: CIVIL…

A: W460x52A992 Steela) With Continuous lateral bracingb) Unbraced length 4m, Cb= 1.0c) Unbraced length…

Q: simply supported beam is reinforced with 4 – 28 mm ø at the bottom and 2 – 28 mm ø at the top of the…

A: Given fc’ = 30 MPa, fy = 415 MPa. Balanced steel ratio ρb = 0.031 Reduction factor= 0.9

Q: Example 3: The beam shown below has a cross section of channel shape with width b-300 mm and height…

Q: Determining the spacing of a pair of connecting screws (connectors) between the slab and the steel…

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 18 kips, w…

Q: A composite beam section consists of a 100mm concrete slab and a W400 x 46 steel section. The beam…

A: Question is based on the composite beam section consist of a slab and steel section .Span of beam ,…

Q: What is the allowable bending strength (ASD) of the cantilever beam shown below considering the…

Q: The beam shown in the figure is subject to a positive moment. The dimensions are as follows: bf…

Q: Determine the design strength of the beam shown. Assume fy=345MPa and fc'=21MPa. 3-22 mm 375 mm 375…

A: We have to determine the value of design strength of the beam shown as per the given data in the…

Q: Determine the live load that the beam can resist in accordance with the requirements of the NSCP…

Q: A W14 x 90 of A572 Grade 60 steel is used as a beam with lateral support at 10-foot intervals.…

Q: en n oss section dimension: b=300 mm, h=600 mm ear force obtained in critical section, VED=35 KN…

A: Given:- b=300mm h=600mm VED=35kN K=1.5 d=560mm To find:- shear force

Q: 3.4 The required flexural (bending moment) strength is of a reinforced concrete beam is Mu= 260…

Q: Problem 01 Using ASD, check the adequacy of the base plate (PL400X350×19 mm) centered on a W12X152…

A: Given data Base plate dimensions PL = 400 x 350 x 19 Concrete pedestal = 450 mm x 400 mm Column W…

Q: Q2 1- Check the following weather one way or two way 2- Calculate the design ultimate load Wu on the…

A: The following figure shows the layout of slab and beams. Slab 1: LYLX=5 m3.6 m=1.389<2 Slab 1 is…

Q: beam has a width of 300 mm and an effective depth of 480 mm strength Pc= 34 MPa. Steel yield…

A: Answers are boxed.

Q: An under-reinforced beam section given below. What could be the maximum design load (Pa) on the…

A: A rectangular beam of Width (b) = 300 mm Effective depth (d) = 470 mm Compressive strength of…

Q: Given: GR 60 Steel, fy=60 ksi, fc'=4 ksi (Simply supported beam) d/b= 1.5-2.0 Find: Design a Singly…

Q: A. Beams Analysis - Determining Moment Capacity for beam (Under-Reinforced, Over-Reinforced,…

Q: A reinforced concrete beam with b = 360mm, d = 535mm, must carry a service live load moment of 275…

A: step 1-

Q: (1) Redo the following Calculate Mn ? = 448 14" 21" 3' wh Beam sections, to fé= 4 ksi Grade Co steel…

Q: Details of a rectangular column are as follows: Column width along X-axis-250 mm Column Depth along…

Q: Q2/ Determine the amount of steel required to create a balanced condition for the beam that has…

Q: Design the shear reinforcement of the beam loaded as shown using USD with fc’ = 20.7 MPa and fy =…

A: The values and diagram given in the question are as follows: f'c=20.7 MPa fy=276 MPa

Q: A simply supported beam is reinforced with 5-925 mm at the bottom and 2-o20 mm at the top of th…

Q: Determine the ultimate moment capacity of a reinforced concrete T-Beam with the following…

A: A T-beam (or tee beam) is a load-bearing structure made of reinforced concrete, wood, or metal that…

Q: For the hollow beam. Calculate the design. capacity, As = 2040mm ² Fy = 420 Mpa,Fc=25Mpa,Asmin check…

A: Solution: Given: As = 2040mm Fy=420Mpa Fc=25Mpa Moment capacity=ϕM As per ASTM Code ϕM=0.6FyC C=Ip/R…

Q: For the following plan it is required to: 1- Design all beams for flexure and shear, where they have…

A: Solution: Given: Slab load = 20 kN/m2 fc = 30 MPa fy = 420 MPa Check the slab type: 73=2.33>2…

Q: The service load bending moments on a beam are 128 kip-ft for dead load and 107 kip-ft for live…

A: Beam width w = 12 inbending moment on the beam = 128 kip-ft for dead loadbending moment on the beam…

Q: Determine the safe load of the column section shown, if it has a yield strength of 25 MPa. E =…

A: E = 200000 MPaFy = 248 MPa

Concept explainers

Floor Plan Details

Floor plans are the scale drawings that show the interplay of rooms, spaces, and physical objects. They are an integral part of the house plan. They let you see how people will move around the room. Floor plans determine the suitability of space for its intended use, work through any potential issues, and redesign before moving on to more comprehensive planning or constructing phases. It shows the different alternatives and perspectives related to the location and dimension of rooms, windows, doors, kitchen and all other things as per the requirement by the user. Many consultants give their own floor plans as reference to the clients for a better idea and to develop good floor plans.

Question

Using the Ultimate Strength Design Method, determine the
required size (b x h) of a 6m rectangular simple beam and the
amount of tension bars to sustain the following service loads.
d, = 16 mm
fy = 420 MPa
fc' = 21 MPa
WDL = 7 kN/m
WLL = 10 kN/m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Please answer the problem below using Nscp 2015,thank you,Asap
Example 5: Design rectangular section for the beam, load, and p value shown. Assume beam weights are included in the loads given. Show sketch of cross section including bar size, arrangement, and spacing. Use f' = 28 MPa and fy = 414 MPa. PL = 100 kN Wp 25 kN/m -6 m- -6 m- 12 m Answer the design of singly reinforced beams by using NSCP 2010 only.
Pls answer w/complete solution. RCD
A simply supported beam is reinforced with 4-ø28 mm at the bottom and 2-ø20 mm at the top of the beam, Concrete covering to centroid of reinforcement is 70 mm at the top and 64 mm at the bottom of the beam. The beam has a gross depth of 450 mm and gross width of 300 mm. fc'=28 MPa, fy=415 MPa. Assume bars laid out in single layer. Calculate the following if the limitin tensile steel strains is 0.004 for a ductile failure: Depth of the neutral axis from the extreme concrete compression fiber to the nearest whole number = _____________mm Design strength of the beam section to the nearest whole number =____________ kN-m Maximum service uniform live load over the entire span in addition to a DL = 20 kN/m (including the weight of the beam) if it has a span of 6 m = _____________ kN/m (to the nearest whole number)
(1) Redo the following Calculate Mn ? = 448 14" 21" 3' wh Beam sections, to fé= 4 ksi Grade Co steel NWC M=110** for the all questions. (a) Computer the bending stresses in beam by using transformed-area for the all question the -area method.
Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f^c=28 MPa fy = 276MPa Aps = 800 mm² Ds = 10mm Dm = 18mm fse = 800 MPa fpu = 1500 MPa fpe = 860 MPa Pe = 250kN
steel and timber design
Does the column shown below have enough available strength to support the given working loads?Use LRFD. Take E=20,232 ksi ,ry=2.3 in, K=1,Fy=59.0 ksi, Ag=32.7 in
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
Example 2 A reinforced concrete beam with b= 360mm, d = 535mm, must carry a service live load moment of 275 kN.m and a dead load moment of 250 kN.m, calculate the required steel, using the code load factors? If f = 24 MPa and fy = 400 MPa b = 360 mm d = 535 mm
Please mention correct options with solution
I needa solution my tutors thanks.