A W section is used as a beam with a simple span of 6 m. The beam is to resist an ultimate load as shown in Figure W1. Determine if the W-beam is adequate to carry the loadings. Properties of W section:A = 12300 mm2Ix = 222 x 106 mm4ry = 76.7 mmtw = 9.91 mmrx = 134 mmtf = 15.40 mmk = 30.5 mmbf = 305 mmSx = 1440 x 10³ mm3%3D!3!d = 307 mmZx = 1590 x 103 mm4J = 907 x 103 mm4 x = ky?80 kN/m30 kN/m6.0m

Data Given: Asked: Adequacy of the beam section

Answered: A W section is used as a beam with a…

A W section is used as a beam with a simple span of 6 m. The beam is to resist an ultimate load as shown in Figure W1. Determine if the W-beam is adequate to carry the loadings.

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: 7.5 ft A P B D F H C E G I P P 6 panels @ 6 ft = 36 ft- K L P

Q: For the composite beam shown in the figure below, determine the maximum stresses in steel and…

A: We have to determine the value of maximum stresses in steel and aluminum as per the given data in…

Q: Question 5 of 20 A structural member is fabricated with the cross section show below and is…

Q: A cantilever beam having a 4m span carries a uniformly distributed load throughout its length. The…

A: Slenderness ratio: It is defined as the aspect ratio of the effective length of a member to the…

Q: Determine the forces in members CD, CJ, and DJ. The forces are positive if in tension, negative if…

A: Determine the force in the members CD, CJ and DJ of the truss.

Q: The net compression strain of steel in balanced state for the section shown in figure is most…

Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Solutions: Given data; Moment of inertia Columns W18×50=800 in4…

Q: Rigid bar ABCD is loaded and supported as shown. Bars (1) and (2) are unstressed before the load P…

Q: 2.12 A single-span concrete beam has a 12" square cross-section and supports a concentrated load at…

A: To Determine :- The magnitude of the concentrated force (P) that would cause flexural cracking in…

Q: 12. An aluminium (E = 70 GPa) column built into the ground has length, L = 3.0 m, and is under axial…

Q: Q1: For flexural strength only, design the beam shown in the figure (1). The beam has three lateral…

Q: The simply supported beam in Fig. has a composed cross section. Determine the values and locations…

Q: Assume that all members are pin connected and P = 5 kN. (Figure 1) Figure 3 m3 m3 m3 m- P FEP =…

A: A truss is hinged at E and a roller is supported at A.3 point loads are acting downward of P = 5kN…

Q: Determine the force in each member of the truss, State if the members are in tension or compression.…

A: To find Forces in All members of given truss

Q: : The T- beams sections shown in the figures below. f'c-28 Mpa, fy=420 Mpa. Calculate the design…

Q: wo A Questions: 1.4 L At x = 1L, V = At x = 1.7L, V = i i 1.4 L WOL, M = WOL, M = i Wo B i The…

Q: Assume that the truss is simply supported at joints M and E. Determine the stress at member HI if Pu…

Q: a. Determine the allowable bending stress using elastic design (ASD). 09 3.98333TRE b. Determine the…

A: Span(L)= 8 mdead load (uniformaly distributed load) = 10 KN/mProperties of steel beam Need to finda.…

Q: A welded girder has loads applied to the top flange as shown in Figure 3A. The girder is supported…

A: fyf = 300MPa

Q: A T- beam section shown in the figure below. f'c-28 Mpa, fy-420 Mpa. Calculate the design moment…

A: Answer We are given width of flange bf = 800 mm thickness of flange tf = 100 mm thickness of web tw…

Q: A simply supported beam having a simple span o 8 m must support a uniformly distributed service load…

A: Span (L)= 8 mDead load = 10 KN/m

Q: D -a C- B F a- K ·a G L

A: To determine the zero force members in the given truss - Zero force member - If three members form a…

Q: The support at G is a pin and the support at A is a roller. Determine the force in members KJ, CJ,…

A: Firstly we will find the components of inclined load into vertical and horizontal loads as shown in…

Q: 4.5) The live load deflection d, is A) 1.331 in B) 1.112 in C) 0.620 in D) 0.434 in

Q: 4.4) The design shear strength D,V, is A) 81.1 kips B) 482 kips C) 529 kips D) 567 kips

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: The cantilever beam shown below has the cross-section on the right portion. If the allowable…

Q: Rigid member BED is supported using steel rods AB, CD, and EF as shown below. E-200 GPa for steel.…

A: Using member BED as free body. Due to symmetry, PAB = PCD .............(1)∑Fy = 0PAB + PCD + PEF =…

Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Given- Axial strength of column AB=?

Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Answer We need to first find G factors at Joint A and joint B in order to calculate 'Kx' GA = 1…

Q: Two rigid beams are connected by two elastic bars. The first beam is fixed at Point A, while the…

Q: Determine the force in member BE of the loaded truss. The force is positive if in tension, negative…

A: Given:- To find:- Force in member BE Concept:- The method of joints is a technique for figuring out…

Q: 4.3) The design moment strength M, is A) 880 ft-kips B) 887 ft-kips C) 1038 ft-kips D) 934 ft-kips…

Q: problem

Q: The rigid frame shown in Figure is unbraced. The members are oriented so that bending is about the…

A: Given: DL = 50 kips LL = 150 kips L = 15 ft Ky = 1.0 Beam section = W 18 x 50, Columns section = W…

Q: Determine the design strength of a T-Beam with the following data: b+= 700 mm bw = 300 mm hy = 100…

Q: A simply supported beam with span of 6.5 m is subjected to a counterclockwise moment at the left…

Q: A plane truss has a downward applied load P at joint 2 and another load P applied leftward at joint…

A: Answer Given data A plane truss has a downward applied load P at joint 2 and another load P…

Q: Assume that all members are pin connected and P = 5 kN. (Figure 1) Figure Y Determine the force in…

A: A truss is given with a roller support at A and a vertical hinged support at E.The truss is acted…

Q: 4.1) The value of C, is A) 1.21 B) 1.14 C) 1.30 D) 1.32

Q: mposite beam. The bear inless 304 steel. The allo

A: Modulus of elasticity of stainless 304 steel is between 193 GPa to 200 GPaTake Es=193×103 MPaModulus…

Q: A steel portal frame has dimensions, plastic moment capacities and applied loads as shown in the…

Q: Assume that the truss is simply supported at joints M and E. Determine the stress at member AH if P.…

Question

A W section is used as a beam with a simple span of 6 m. The beam is to resist an ultimate load as shown in Figure W1. Determine if the W-beam is adequate to carry the loadings.

Properties of W section:
A = 12300 mm2
Ix = 222 x 106 mm4
ry = 76.7 mm
tw = 9.91 mm
rx = 134 mm
tf = 15.40 mm
k = 30.5 mm
bf = 305 mm
Sx = 1440 x 10³ mm3
%3D
!3!
d = 307 mm
Zx = 1590 x 103 mm4
J = 907 x 103 mm4

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 Interpretation of data

VIEW

Step 2 Primary calculations

VIEW

Step 3 Calculations for CG

VIEW

Step 4 Calculations for maximum BM

VIEW

Step 5 Calculations for adequacy of the section

VIEW

Step by step

Solved in 5 steps with 4 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

M-0 relationship for a simply supported beam shown below is given by M A 1 0 M OO
How to solve this question step by step
Please explain those marked in red, thanks!
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
Please show how to Determine the force of ED, CD, BC, CE, GF, GA, AF, AB,BE, FB, FK
Calcualte the following: Total factored floor load in 2 decimal places, ___ kPa Total factored uniform load on girder GH in 2 decimal places, ___ kN/m Maximum ultimate bending moment at discontinuous end of girder JK to the nearest whole number = ___ kN·m
Steel design structure Please solve it
Q2) The members of the truss structure shown below is plain concrete. The compressive strength of the concrete is 25 MPa. Compute the maximum load P that can be carried by the structure. (Cross section of each member of the truss is 200 x 200 mm and don't use material factors and do not consider slenderness) Comment on your results briefly. P A& 2m SC 2 m 1380 2m D
A frame structure is shown below. The links connected below is a bar with a 30mm by 60mm in section. Find the Allowable lad P that can be applied so that the stresses will not exceed 100MPa in tension or 80Mpa in compression.
Determine the safe load of the column section shown, if it has a yield strength of 25 MPa. E = 200000 MPa. Use NSCP Specifications. Fyz248 mpa Properties of Channel Section d = 305 mm t₂ = 7.2 mm A = 3929 mm² t₁ = 12.7 mm Ix=53.7 x 10mm¹ x = 117 mm Properties of W 460 x 74 A = 9450 mm² b = 190 mm ly= 1.61 x 10 mm x = 17.7 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm d = 457 mm tr = 14.5 mm Ix = 333 x 10 mm Iy = 16.6 x 10mm* 7.21 When the height of column is 6 m. When the height of column is 10 m. Assume K= 1.0 457 CIVIL ENGINEERING- STEEL DESIGN
Determine the force in members FE, FB, and BC of the truss and state if the members are in tension or compression. After sectioning the truss, solve for each force directly using a single equilibrium equation to obtain each force. Assume that all joints are pin connected. P-800 lb and P-1300 lb. (Figure 1) Figure 15 h 100 -100 (1 of 1 -10 - Part A Determine the force in member FE of the truss Express your answer in kilopounds to three significant figures. Enter negative value in the case of compression and positive value in the case of tension. 195| ΑΣΦ. 114 voc FFE- Submit Part B Fra Submit Request Answer Determine the force in member FB of the truss. Express your answer in kilopounds to three significant figures. Enter negative value in the case of compression and positive value in the case of tension. VAE Ivec Part C Request Answer ? ? kip kip
Determine the force in each member for the shown truss. State whether the member is in tension (T) or compression (C). Note: You should make a table to record the force and its type for all members. 90 lb 90 lb 80lb 40 lb By C D E F 4 ft K [H -3 ft-3 ft--3ft-3ft--3 ft-3ft-|