A simply supported girder spans 10 m. It carries two beams each at 3.5 m from the supports. The concentrated load from each beam is 70 kN GIVEN:Beam PropertiesSection W410 mm x 100 kg/mIx=397 x 106 mmb = 260 mmtr = 17 mmly = 49 x 105 mm4Fy=248 MPatw = 10 mmModulus of elasticity E = 200 GPaConsider bending about the x-axis.A = 12710 mm²d = 410 mm3.5m70 KN3.5m70 kNW=100 kg/m3.5mB

Answered: Image /qna-images/answer/e61347ac-330e-4036-9d47-61db4f81da7e.jpg

GIVEN: Beam Properties Section W410 mm x 100 kg/m A = 12710 mm² d = 410 mm b = 260 mm tr = 17 mm Modulus of elasticity E = 200 GPa Consider bending about the x-axis. x=397 x 106 mm² ly = 49 x 105 mm4 Fy=248 MPa tw=10 mm 3.5m 70 KN 3.5m 70 kN W=100 kg/m 3.5m B

GIVEN: Beam Properties Section W410 mm x 100 kg/m A = 12710 mm² d = 410 mm b = 260 mm tr = 17 mm Modulus of elasticity E = 200 GPa Consider bending about the x-axis. x=397 x 106 mm² ly = 49 x 105 mm4 Fy=248 MPa tw=10 mm 3.5m 70 KN 3.5m 70 kN W=100 kg/m 3.5m B

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 carries a uniformly distributed super-load on a simply- supported span…

Q: AW 10 x 40 column section carries the following service loads: | DL = 156 kN LL= 442 kN 2.6 DL = 22…

A: Given Loads: At Vertical = 156 and 442 kn At Horizontal = 22 and 52 kn

Q: Problem 1 The columns of a timber frame are 5x5 solid sawn lumber with an unbraced length of 12ft.…

A: Given Dead load = 40 Psf Live load = 60 psf

Q: An isolated Tbeam has flange of 2400 mm wide and 120 mm deep. The effective width and depth of web…

A: Given values: For isolated T beam, Flange: Width, bf= 2400 mm Depth, Df = 120 mm Web: Width, bw =…

Q: A W 18 x 40 are spaced at 2.4 m on center. The beams are simply supported on a span length of 9 m.…

A: Given Beam: W18 X 40 Spaced @ 2.4 mm c/c Span Length = 9m thickness = 150 mm Need to find the…

Q: A truck and trailer combination crossing a 10m simply supported span has axle loads of 0.8X, Y, and…

A: Rolling loads are those loads, which roll over the given structural element from one end to the…

Q: A reinforced concrete beam, supported on columns at ends, has a clear span 5 m and 0.5m effective…

A: Given. A reinforced concrete beam,clear span,cs= 5meffective depth,d= 0.5 mLoad,ω= 100 KN/mFind the…

Q: A prismatic beam having 275mm x 500 mm is reinforced for flexure at the bottom with 5- phi 20 mm…

A: Given data:- Cross sectional area of beam is 275mm×500mm Effective depth, d=420 mm Uniformly…

Q: A Singly Reinforced Concrete Beam has a cross-section of 300mm x 600mm and a span of 6.5 meters. It…

Q: SITUATION 2: A reinforced concrete cantilever beam has a span of 5m. It supports a factored load of…

A: Span of 5m Factored load of 40kN/m applied 250mm off the centerline of the cross-section of the…

Q: An 2m. long beam is on hinged at its left end and on fixed support at its right end. Its flexural…

A: Given data Length of beam (L) = 2m Flexural capacity (Mmax ) = 610 KNm Shear capacity (Vmax ) =…

Q: critical shear force at a section located distance "d" from face of support.

Concept explainers

Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

A simply supported girder spans 10 m. It carries two beams each at 3.5 m from the supports. The concentrated load from each beam is 70 kN

GIVEN:
Beam Properties
Section W410 mm x 100 kg/m
Ix=397 x 106 mm
b = 260 mm
tr = 17 mm
ly = 49 x 105 mm4
Fy=248 MPa
tw = 10 mm
Modulus of elasticity E = 200 GPa
Consider bending about the x-axis.
A = 12710 mm²
d = 410 mm
3.5m
70 KN
3.5m
70 kN
W=100 kg/m
3.5m
B

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 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

An isolated Tbeam has flange of 2400 mm wide and 120 mm deep. The effective width and depth of web are 300 mm and 580 mm respectively. The tension reinforcement consists of eight bars of 20 mm diameter. The effective span of the simply supported T-beam is 3.6 m. Determine the moment of resistance of the beam. The grade of concrete and steel are M20 and Fe 415 respectively.
Problem 3.1 A beam ABCD is continuous over two spans. It is supported at A and rollers at B and D and contains a hinge at the center of the span BD. The loading consists of a distributed load over 6 m spans BD with various weights from 20 kN/m to 30 kN/m and a concentrated load of 40 kN at the center of the 3 m span AB. Draw the S.F. and B.M. diagrams, indicating the magnitudes of all important values. 40 kN 30 kN/m 20 kN/m A D C hinge 3 m 3 m 3 m
. A beam is constructed from a reinforced 50mm x 200mm section of timber using two L120x80x12 steel angle sections. Considering that the effort allowable stress in wood is 10 MPa, and the allowable stress in steel is 110 MPa. Determine the maximum positive and negative moment that the beam can support
I need help!
Problem 2 An A36 channel section is used as a purlin in a roof system with spacing of trusses at 4.5 m. apart. Purlins are to be placed at the joints and at the midpoints of each top chord member. Sag rods are placed at the center of each purlin. The total gravity load consists of a dead load of 1.2 kPa of roof surface (including wt. of roofing and purlins) and a live load of 1.4 kPa of the roof surface. Assume the steel section and that all loads are applied at the top flange of the purlins. Use LRFD Method. Properties of channel section Sx = 221.28 x 103 mm3 Sy = 19.01 x 103 mm3 Zx = 258.92 x 103 mm3 Zy = 38.51 x 103 mm3 Lp = 0.90 Lr = 3.34 m Cb = 1.30 S S 3 m. S Fy = 248 MPa U = 1.2DL + 1.6LL a. Determine the flexural strength of the purlins about the x-axis. b. Determine the flexural strength of the purlins about the y-axis. c. Determine the ratio of the actual load moment to the design flexural strength of the purlin using interaction equation. 9 m. 9 m.
pre stressed conc. solution pls answer
17.3. A transfer girder has an overall depth of 11 ft and spans 22 ft between column supports. In addition to its own weight, it will pick up a uniformly distributed factored load of 4.0 kips/ft from the floor above and will carry a 14 x 14 in. column delivering a concentrated factored load of 270 kips from floors above at midspan. The girder width must be equal to or less than 16 in. Design the beam for the given loads. Find the girder width and the area and geometry of tie steel, and specify the placement details. Material strengths are f = 5000 psi and fy = 60,000 psi.
An A36 channel section is used as a purlin in a roof system with spacing of trusses at 4.5 m apart. Purlins are to be places at the joints and at the mid points of each top chord member. Sag rods are places at the center of each purlin. The total gravity loads consists of a dead load of 1.2 kpa roof surface (including weight of roofing and purlins) and a live load of 1.4 kPa of the roof surface. Assume the steel section is a compact section and that all loads are applied at the top flange of the purlins. Use LRFD method. (Refer to the figure for the value of equal soacing = S) Properties: Sx = 221.28 x 10^3 mm3 Sy = 19.01 x 10^3 mm3 Zx = 258.82 x 10^3 mm3 Zy = 38.51 x 10^3 mm3 Lp = 0.90 m Lr = 3.34 m Cb = 1.30 m Fy = 248 mPa Use LRFD design method. Determine the flexural strength of the purlins about the x-axis. (kN/m)