Design a beam of effective span 6.0 m and subjected to a bending moment of 105.3 x 10 Nmm for the following conditions: (1) The compression flange is laterally unsupported throughout, (1) The beam is encased in concrete. Checks for deflection and shear are not required. Assume fy = 250 MPa.

Design a beam of effective span 6.0 m and subjected to a bending moment of 105.3 x 10 Nmm for the following conditions: (1) The compression flange is laterally unsupported throughout, (1) The beam is encased in concrete. Checks for deflection and shear are not required. Assume fy = 250 MPa.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A reinforced concrete T-beam has an effective flange width of 800mm with a slab thickness of 110mm.…

Q: Current Attempt in Progress A double tee cross section is used for the beam shown below. Assume the…

Q: A T-beam that traverses the center of a floor system for which bw = 300mm and d=550 mmm. The beams…

Q: 3. Determine the long-term deflection (greater than 60 months) for the section shown below. Assume…

Q: The following T-Beam has given properties: Effective Depth (d) = 485 mm, thickness of the slab = 100…

Q: besign the steel reinforcement op a 400mm x600mm RC beam used to camy a pactored moment,mu-500KN.m.…

A: Using the Limit State method to design the steel reinforcement of the beam, We will design this beam…

Q: A fixed-ended beam is to be designed with using the maximum Moment throughout the span of he beam.…

A: A beam that is supported at both free ends and is restrained against rotation and vertical movement…

Q: 01// An interior Two-way slab panel 6.0 m * 7.2m carry a live load 10 kN/m². The slab thickness is…

Q: Problem No. 2 Use Area Moment Method For the beam shown below determine the value of a so that the…

Q: Determine the minimum height h of the beam shown in Figure if the flexural stress is not to exceed…

A: Maximum Flexural stress= 20MPa

Q: Using Double Integration Method, find deflection at mid-span & Slope at supports. consider the…

A: Given data: E=26211 MPa slab thickness, t= 136 mm Live load = 7.68 kN

Q: A T-beam for a floor system has a slab thickness of 75 mm and a web thickness of 375 mm. It has an…

Q: ge width, bf = 200 mm ge thickness, all depth, d = 300 mm thickness, tw = 20 mm late the shear…

Q: has the following properties: bf = 750 mm, bw 275 mm, d = 560 mm, t = 115 mm. Concrete compressive…

Q: H.W 1. For the cantilever reinforced concrete beam shown in Fig. loaded by ultimate uniform…

Q: A wide flange beam with dimension of: bf = 400 d = 500 tw = 12 tf = 18mm Find the max horizontal…

Q: Q1: By the working stress method, Design the cantilever beam having length 4 m as shown below if the…

Q: A concrete one-way slab has a total thickness of 100mm.The slab will be reinforced with 10 mm…

Q: Determine the safe span that a 75 x 125 mm purlin would have if it has a spacing 600 mm on centers,…

A: Given data, 75 x 125 mm purlin spacing 600 mm on centersroof load=40Pawind load=1.2kpa acting on…

Q: What is the actual bending stress of the beam in MPa?

Q: 3. A reinforced concrete beam has gross dimensions of 225mm x 400mm and reinforced for tension with…

A: Given Width 225mm Depth 400mm Calculate effective depth Clear spacing between bar

Q: Please answer use nscp 2015 asap

Q: The simply supported beam consists of a W530 x 66 structural steel wide-flange shape [E = 200 GPa;…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: 2. Consider the simply supported box beam shown made of E-glass/polyester. (a) Take h= 2.5 b and t=…

A: 1)Trial dimensions are: as the specific dimensions are not given ,therefore assuming, b=230 mm…

Q: The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and…

Q: For the continuous beam shown, determine the plastic moment capacity. L, = 6 m, L2 = 8 m, L3 = 5 m,…

Q: The simply supported beam consists of a W530 x 66 structural steel wide-flange shape [E = 200 GPa;…

A: Given data E = 200 GPA = 2 × 105 N/mm2 I = 351 × 106 mm4

Q: A rectangular concrete beam has a width of 300mm and an effective depth of 600mm. The beam is…

A: Given Width of beam (b)= 300mm effective depth of beam (d)= 600mm tension reinforcement area (Ast) =…

Q: AT-Beam has the following properties: bf 750 mm, bw 275 mm, d = 475 mm, t = 115 mm. Concrete…

Q: The following T-Beam has given properties: Effective Depth (d) = 485 mm, thickness of the slab = 100…

A: Given in the Question: Thickness of web = bw = 300mm Effective span = L = 5M Live load = Wll =…

Q: 1.0. ZON m 17001/2 3 -1.01.mp

Q: Problem 1 A T-beam has the following properties: base of the flange = 800 mm base of the web = 300…

Q: Q3/ Determine the mid-span short-term deflection of a simply supported beam with the section shown…

A: ymax= 5 wL4384 EI W= 10 KN/m= 10N/mm L= 8m =8000 mm E=5000fck= 27386.127 N/mm2 I= BD3/12=…

Q: me fc' = 28 MPa. (Using Simplified Equation) termine the required stirrup spacing for Vu = 700 kN.…

Q: The continuous beam shown has a compact section with a design strength ϕbMp of 1040 k-ft. Use…

A: n = Ds + 1 = 2+1 = 3

Q: Given the following elements of a T-beam: Length = 4m Flange thickness = 110mm Width of the web =…

A: Following are the given information. Length = 4 m Flange thickness = 110 mm Concrete strength = 30…

Q: A cantilever beam 'A' with a rectangular choss-section is subjected to a concenthrated load at its…

Q: a). What is the minimum diamétér of à sölid 6m stéél shaft that will carry a shearing stress of not…

Q: Given the following properties of a rectangular concrete beam: b = 300mm, d = 425mm, f'c = 28 MPa,…

A: The ultimate moment is the moment which acting with its capacity on the beam. Mathemtically,It is…

Q: Determine the safe span (in m) that a 100 x 150 mm purlin would have if it has a spacing 800 mm on…

A: To find out the safe span of purlin to carry load of 60 Pa and wind load of 1.4kPa.

Question

Design a beam of effective span 6.0 m and
subjected to a bending moment of 105.3 x
10 Nmm for the following conditions:
(1) The compression flange is laterally
unsupported throughout,
(1) The beam is encased in concrete.
Checks for deflection and shear are not
required.
Assume fy = 250 MPa.
%3D

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 by step

Solved in 2 steps with 2 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 provide clear solution.
a triangular beam having a base 400mm and a height of 500mm. if fc'=25MPA and the subjected maximum moment is 15 kN- m. considering uncracked analysis. what is the actual tensile stress?
Compute the nominal compressive strength of a HSS 10 x 8 x 3/16. The length is 3.7m with one end pinned and the other end fixed against rotation but free to translate. Use Fy = 317.4Mpa and theoretical value for k.
A simply supported reinforced concrete beam with a width b of 400 mm and an effective depth d of 650mm and a 70 mm covering has a span of 7 m. The beam is carrying a factored uniformly distributed load of 15kN/m, a 450kN factored load acting at midspan, and a factored axial compressive load of 300kN. Assume fy = 275MPa and fc' = 28 MPa. Using 10-mm diameter stirrups, determine the shear strength provided by concrete given that the beam is reinforced at the bottom side with 4-25mm bars.
A lightweight reinforced concrete beam is 400 mm and 630 mm deep.The beam is simplysupported over a span of 7.7 m and carries a uniform dead load of 12 kN/m excluding its ownweight and a uniform live load of 12 kN/m. The beam is reinforced for tension only with six-28mm diameter bars with an effective depth to tension bars of 570 mm. fc’=20.7 Mpa, fy=344.8Mpa. Modulus of Elasticity of Concrete, Ec = 21,750 Mpa and Es = 200 GPa a. Calculate the maximum instantaneous deflection due to service loads. b. Calculate the deflection for the same loads after five years assuming that 50% of thelive load is sustained.
A T-beam for a floor system has a slab thickness of 75 mm and a web thickness of 375 mm. It has an effective depth of 600 mm. The beam carries a dead load moment of 280 kN-m and a live load moment of 525 kN-m. It has a span of 5.4 m and a spacing center to center of 1.8 m. Use reduction factor ø=0.90, fc’=20.7 MPa, fy = 344.7 MPa.Determine the effective width of flange. Determine depth of compression flange. Determine the required steel area. See the formula in the image
Select the lightest wide-flange beam that can be used to support the loading shown be- low. The allowable flexural stress is 150 MPa, the allowable shearing stress is 100 MPa, and the allowable maximum deflection is 75 mm. The modulus of elasticity is 200 GPa. 3 kN/m 10 m 15 kN
A reinforced concrete T-beam is to be designed for tension only. The beamwidth is 250 mm. effective depth to bottom bars is 400 mm, flange thickness is 100mm, simple span is 3.6 m and beam spacing is 1.2 m on centres. If the applied designmoment is 300 kn-m, fc’ = 20.7 MPa and fy = 414 MPa. Determine the effective widthof the compression flange and the number of 28 mmφ diameter bars necessary forthe beam.
3
PLEASE ANSWER ASAP! RATE WILL BE GIVEN! NO LONG EXPLANATION NEEDED! SHOW THE COMPLETE SOLUTIONS
An assembly made of a rigid arm ABC hinged at end A and supported by an elastic rope CD at end C is shown in the figure. The members may be assumed to be weightless and the lengths of the respective members are as shown in the figure. A Rigid arm `Rope C Under the action of a concentrated load P at C as shown, the magnitude of tension developed in the rope is B.