The I-beam section shown below is simply supported over a span of 6 m, what is the service uniform live load it can carry if the total dead load including beam weight is 12 kN/m? Use d = 700mm, f = 21 MPa and fy = 420 MPa. 100

The I-beam section shown below is simply supported over a span of 6 m, what is the service uniform live load it can carry if the total dead load including beam weight is 12 kN/m? Use d = 700mm, f = 21 MPa and fy = 420 MPa. 100

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: Determine the safe uniform live load that the beam can carry on a simple span of "L" meters with the…

A: Given, Width of beam b=330 mm Depth of beam h=500 mm Clear cover =65 mm f'c=35 MPafy=414 MPaL= 7.5…

Q: Determine the flexural capacity of a W24 x 62 section to be used as a cantilever beam to IS carry…

A: The values and diagram given in the question are as follows Beam section W24x62 fy=345 MPa

Q: Please show the equations step by step to get the result The beam AEFGB is subjected to the…

Q: A W6x12 beam is strengthened with a % x ¾ inch bar welded to its top of the top flange on…

A: For W 6 x 12. D(depth) = 12" , Bf (width of flange)= 4", tw (web thickness) = 0.23", tf (flange…

Q: 2) Is a W21x55 beam adequate for loading conditions shown below. The beam is continuously braced, E…

A: Given Data: The Young's modulus of elasticity is E=29,000 ksi. The tensile strength is Fy=50 ksi.…

Q: Situation #2: A properties: Width, b = 400 mm 415 MPa rectangular beam has the following Effective…

Q: A 12-m fully laterally supported simple beam carries a load of 10 KN/m (excluding the weight of the…

Q: A simple supported beam has a span of 10 m. The beam used is a W33 x 240 with an A242 steel with Fy…

A: Given data:- Length of the span of the beam, L=10 m Given W33×240 section Grade of steel is A242…

Q: For the frame shown in Figure 3, beams are oriented to bend about their strong axis. Structural…

A: Given data: For column A- Deal load, DL=220 kip Live load, LL=350 kip For column B- Deal load,…

Q: An I-section shown in Fig. is simply supported over a span of 12 m. If the maximum permissible…

Q: PROBLEM 8 USING THE METHOD OF JOINTS, DETERMINE THE FORCE IN EACH MEMBER OF 4 ft 3000 Ib 1000 Ib THE…

Q: Beam design

A: Given: Simply supported beam carrying two points loads of intensity 25 kips each, acting at equal…

Q: Rigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear…

Q: 4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The…

Q: A Assignment 1 @p=1.5 k/ft @=2.0 k/ft 20 ft f=5,000 psi f₂ = 60,000 psi Including beam weight B PD=5…

Q: Problem #2 A W 300 x 97 kg/m beam has a simple span of 6 m. It carries a uniformly distributed dead…

Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

A: Given A beam Required Maximum value of P

Q: The beam shown has an overall length of L = 5 m and is subjected to the load shown where w = 3 kN/m.…

A: Given : L = 5m w = 3 kN/m Allowable max. shear stress = 13 MPa

Q: A rectangular beam has an effective depth of 686 mm and a width of 330 mm. The following properties…

Q: Euro copter 130 F-WGYP Model was remodeled by John McClane to be weaponized. He plans to integrate a…

Q: refer to the figure, which force member from the options is equal to 5.66k compression? BE, DE, BF…

A: Given data in question Loading Span member length To find out Among options which member has 5.66…

Q: ad moments, and bend ad. K=K,= 1.0. Use LRF

A: (a) Calculate the factored axial compressive load. Here, is the dead load, is the live load.…

Q: A cantilever beam AB of length L = 6.5 ft supportsa trapezoidal distributed load of peak intensity…

A: Given:- L=6.5ft σallow =18 ksi τallow = 7.5 ksi To find:- the maximum permissible load q based…

Q: 20 mm 20 mm A beam section shown is simply supported over a span of 4 m. Find the uniformly…

A: Given data : Section given is I section Length of beam (L)=4 m Bending stress (σ)=100 N/mm2 The beam…

Q: Design the section shown in the figure below, if applied moment 380 kN.m, where fc'=35 Mpa and fy=…

A: Answer We are given f'c = 35 Mpa fy = 414 Mpa Applied Moment Mu = 380 KN.m bar diameter = 25 mm…

Q: A simply supported laterally/restrained beam carries the working loads shown select a considering a…

A: Given: Span of the beam = 6 m Uniformly distributed loads: Dead load = 8 kN/m Live load = 10 kN/m…

Q: code limitation of L/240. 3/ If maximum deflecti

Q: loads of 20 KN and 40 KN acting at joints E and C respectively. Use Cantilever Method of Analysis.…

Q: Q1 // For cantilever beam shown in Fig. below if service live load = 72 kN/m, service dead load = 30…

Q: A W310 x97 steel wide-flange section Supports a uniformly distributed line load on a simple span of…

A: To determine: The allowable load in kN/m. Given Data: W310×97 steel wide flange section is givenSpan…

Q: A W21×101 is used as a compression member with one end fixed and the other end free. The length is…

A: Section-W21×101L=12 ftFy=50 ksi To find- Nominal compressive strength

Q: Compute the required area of steel, As, For the beam section below. The beam is used to support a…

A: The factored moment is Mu=200 kNm. The width of the beam is b=250 mm. The total depth of the section…

Q: A beam is simply supported and has a span of 12 m. The beam is a W33x240 with Ex-345 MPa. Compute…

A: Answer We are given unsupported length of the beam Lb = 12 m In order to calculate uniformly…

Q: × A steel bear 12m long is fixed at both ends and carries a superimposed uniformly distributed load…

Q: A W21x55 with Fy = 50ksi is used for the beam and loads in the figure shown. Determine the design…

Q: A 3m-LONG CANTILEVER BEAM IS CARRYING A UNIFORM DEADLOAD OF 20 kN/m (EXCLUDING SELFWEIGHT OF THE…

A: wD = 20 + 0.3 x 0.6 x 23.5 = 24.23 KN/n wL = 15 KN/m Wu = 1.2 WD + 1.6 WL = 1.2X24.23 + 1.6X15 =…

Q: Determine the design moment capacity of the section. (kN-m)

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.

Question

The I-beam section shown below is simply supported over a
span of 6 m, what is the service uniform live load it can
carry if the total dead load including beam weight is
12 kN/m? Use d = 700mm, f = 21 MPa and fy = 420 MPa.
100
3-025
-300-
100
540
120
760

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 3 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 solve question 4.2, quickly please
Homework 1- For a simply supported beam with span 6.0 m , determine the area of steel required to reinforced the beam(350*550) mm if it subjected to service dead load (including to self-weight) (40 kN/m) and service concentrated live load (PL 100 kN) use f'c = 25 MPa & fy 350MPA P= 100 kN Wdl= 40 kN/m 550 mm 350 mm
3) The simply supported beam with the cross-section as shown supports a total uniformly distributed load of 4P and 2P and concentrated load P as shown in the figure. Determine the maximum allowable value of P if the allowable flexural stresses are limited to 35 MPa in tension and 150 MPa in compression respectively. 1m P B 1m IC 4P 3m D 2P 1m DE U 175 200 (Dimensions in mm)
A cantilever beam having a 4m span carries a uniformly distributed load throughout its length. The beam is A36 steel with yield strength Fy = 248 MPa. The beam is not restrained against lateral buckling. The beam is W 21 by 62 steel shape, whose relevant properties are shown below: r = 0.053 m d = 0.533 m bf = 0.210 m tf = 0.016 m S = 0.002077 m3 Given this condition, solve for the allowable flexural stress in the compression flange. Use Cb = 1 as should be taken conservatively
i need the answer quickly
5 Decimal Places..
A lightly welded steel beam shown in Figure 5 is continuously supported along its length. A downward concentrated load of 4P acts at Point C, and two downward concentrated loads P act at Points A and E. The beam with full lateral restraint is bent about its major principal x-axis. Determine the followings: a. Section type based on section slenderness; b. Effective section modulus; c. The maximum design value of P. A k B fu 6 m d tw bf 6 m tf 4P d bf tw tf = - = fyf= fyw 6 m D um * 550 mm 206 mm 6 mm 10 mm 320 MPa = 340 MPa Zx=1362985 mm³ Sx 1533750 mm³ Figure 5 Steel beam under design loads. 6 m P E
For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 800mm bw = 500mm tf = 90mm d = 375mm d' = 100mm fc' = 34.5MPa fy = 400MPa As = 8-32mm bars The answer is kN/m bf + A, D +bw t f Wu A को + Pu 50 5m KN (Factored) load B +im+
Steel structure-Civil Engineering please answer the 5th question .
(3) 24 B Bean AB A Beam AB. 301 G 4#8 12" 24' -#4 24" Given fé= 3 ksi Grade 60 steel NWC. COVER = 1.5" #4 stirrups. DL= 70 psf, not including self-weight. LL = 40 psf. (No Live Load 4 # 8. b=12", h=24", Reduction
An 8 m long steel is simply supported at the left end and 2 m from the right end. It carries a total uniform load of 45 kN/m all throughout its length. STEEL DECIGON CIVIL ENGINEERING Beam properties: A= 11,500 mm² bf = 250 mm tw- 10 mm d === 350 mm If=: 16 mm 1x = 266 x 106 mm c) To strengthen the beam, 2- 200 mm x 10 mm cover plates, one at the top of the flange and the other at the bottom of the flange were added. What is the resulting maximum bending stress?
A compression member AB (HE 400 B) is pinned at both ends and braced in the weak direction as shown in the figure. Material and geometrical properties are given below. For the given loading and ASD load combination (PG+Pq=3500 KN), determine whether the section is satisfactory or not. Material: 5355 F355 MPa F 510 MPa E= 200000 MPa Section properties (HE 400 B): A: 19780 mm² d: 400 mm h: 298 mm t: 13.5 mm. tr: 24 mm b: 300 mm i,: 170.8 mm İy: 74 mm B X -BRACING IN THE WEAKDIRECTION