A beam is simply supported and has a span of 12 m. The beam is a W33×240 with Ey=345 MPa. Compute the allowable (ASD) and ultimate (LRFD) uniformly distributed load that can be safely carried by the beam including its weight: A. If the compression flange is fully braced laterally. Express your answer in kN/m. (ASD) B. If the compression flange has lateral support only at its ends. Express your answer in kN/m. (ASD) C. If the compression flange is fully braced laterally. Express your answer in kN/m. (LRFD) D. If the compression flange has lateral support only at its ends. Express your answer in kN/m. (LRFD) Properties of W33×240: Weight = 3.51 kN/m tw = 21.08 mm , = 352.54 mm A = 45,548 mm? Ik = 5,660.75 × 10° mm* ry = 92.34 mm d = 850.9 mm ly = 388.34 × 10® mm Je = 14.51 x 10° mm bị = 402.97 mm S, = 13,322.68 × 10³ mm3 Fis = 105.92 mm t = 35.56 mm S, = 1,933.67 × 10° mm³ %3D

A beam is simply supported and has a span of 12 m. The beam is a W33×240 with Ey=345 MPa. Compute the allowable (ASD) and ultimate (LRFD) uniformly distributed load that can be safely carried by the beam including its weight: A. If the compression flange is fully braced laterally. Express your answer in kN/m. (ASD) B. If the compression flange has lateral support only at its ends. Express your answer in kN/m. (ASD) C. If the compression flange is fully braced laterally. Express your answer in kN/m. (LRFD) D. If the compression flange has lateral support only at its ends. Express your answer in kN/m. (LRFD) Properties of W33×240: Weight = 3.51 kN/m tw = 21.08 mm , = 352.54 mm A = 45,548 mm? Ik = 5,660.75 × 10° mm* ry = 92.34 mm d = 850.9 mm ly = 388.34 × 10® mm Je = 14.51 x 10° mm bị = 402.97 mm S, = 13,322.68 × 10³ mm3 Fis = 105.92 mm t = 35.56 mm S, = 1,933.67 × 10° mm³ %3D

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: . AD beam is subjected to uniformly distributed loading at AB and CD sections as 5 kN/m…

Q: A fully braced steel beam consisting of A-36 steel is used as a simple beam for a span of 6 m. It…

Q: A beam of T-section has I = 1000 cm4 and depth 10 cm. Flange of the section is in tension. If the…

Q: For the given properties of beam below. Compute the flexural capacity of the bea b = 380mm d = 430mm…

A: Based on given data:

Q: A beam is loaded as shown below. Solve for R1 and R2 in kN.

A: Given data : The value point load P1=20 KN The value point load P2=40 KN The value of uniformly…

Q: A 10 m simply supported beam canies a uniform load of 21kN/m and concentrated midspan. The…

A: Answer We are given length of beam L = 10m uniform load w = 21 KN/m Concentrated load P = 50 KN…

Q: 1. A column is made of two Channel sections as shown. They are latticed together by light diagonal…

A: From properties of Channel sections ; For C10 X 15.3 section ; Ag = 4.48 sq in Ix = 67.3 in4 Iy =…

Q: An 8 m long steel is simply supported at the left end and 2 m from the right end. It carries a total…

A: Moment of inertia about x axis, Width of flange, Thickness of web, Thickness of flange, Overall…

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

A beam is simply supported and has a span of 12 m. The beam is a W33×240 with Ey=345
MPa. Compute the allowable (ASD) and ultimate (LRFD) uniformly distributed load that can be
safely carried by the beam including its weight:
A. If the compression flange is fully braced laterally. Express your answer in kN/m. (ASD)
B. If the compression flange has lateral support only at its ends. Express your answer in kN/m.
(ASD)
C. If the compression flange is fully braced laterally. Express your answer in kN/m. (LRFD)
D. If the compression flange has lateral support only at its ends. Express your answer in kN/m.
(LRFD)
Properties of W33×240:
Weight = 3.51 kN/m
tw = 21.08 mm
x = 352.54 mm
A = 45,548 mm?
Ix = 5,660.75 × 10° mm*
Ty = 92.34 mm
d = 850.9 mm
ly = 388.34 × 10® mm
Jc = 14.51 x 10° mm*
bị = 402.97 mm
Sx = 13,322.68 × 10° mm3
ris = 105.92 mm
t = 35.56 mm
Sy = 1,933.67 x 10° mm3

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Introduction

VIEW

Step 2: Design of beam

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

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

A. A simply supported girder spans 12 m. It carries two (2) beams, each at 4.5 m. from the supports. The concentrated load from each beam is 75 KN. Don't neglect the weight of beam W410x100 Properties Beam Section W410 mm x 100 kg/m Ix-397 x 106 mm, ly=49 x 106 mmª, tf = 21 mm, tw=15mm, Modulus of elasticity E = 200 GPa, Consider bending about the x-axis. A=12710 mm², d=415 mm, bf=265 mm, a. Which of the following gives the maximum bending stress? Fy=248 MPa
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. A 1m P B 1m |C 4P 3m D 2P 1m - 175 200 (Dimensions in mm)
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
A 2.5 m span cantilever beam has a rectangular section and reinforcement as shown in Figure below. The beam carries a dead load including its own weight of 15 kN/m and a live load of 25 kN/m. Check if the beam is safe to carry the above loads. Use fe = 28 MPa & fy = 420 MPa. -2.5 m- -300 mm 75 mm 400 mm As = 3 # 25 mm
Steel Design I need a complete solution from A,B and C in Steel Design with complete answer thank you..
The beam shown in Figure 1 has lateral support at a, b, c, and d. Compute C, for segment b-c. (a) Use the unfactored service loads. (b) Use factored loads. k 12 ft b PD = 1.9 k PL = 5.5 k C 20 ft + Figure 1 WD = 0.6 k/ft WL = 1 k/ft 12 ft →
Please Solve this correctly and clearly.
i need the answer quickly
A column is made of two Channel sections as shown. They are latticed together by light diagonal bracing. The bracing prevents them from moving independently of each other however it does not itself add to the inertia properties. The column is 480" long and is Ball and Socket supported on each end. The column is A36 steel with E = 29,000 ksi. Determine the largest axial compressive load that can be supported with a safety factor of 2.
SHOW COMPLETE FBD
please i want solution with full steps
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