Prob 3. Select the lightest W360 wide-flange beam that can safely support the loading. The beam hasan allowable normal stress of oallow = 150 MPa and an allowable shear stress of Tallow = 80 MPa. Assumethere is a pin at B and a roller support at D50 kN/mADВ-2.4 m0.8 m0.8 m

Free body diagram - Force in the vertical direction - ∑FY = 0RA + RB - 50×2.4+ .8 = 0⇒RA + RB =…

Prob 3. Select the lightest W360 wide-flange beam that can safely support the loading. The beam has an allowable normal stress of oallow = there is a pin at B and a roller support at D 150 MPa and an allowable shear stress of Tallow = 80 MPa. Assume 50 kN/m D B -2.4 m- 0.8 m 0.8 m

Prob 3. Select the lightest W360 wide-flange beam that can safely support the loading. The beam has an allowable normal stress of oallow = there is a pin at B and a roller support at D 150 MPa and an allowable shear stress of Tallow = 80 MPa. Assume 50 kN/m D B -2.4 m- 0.8 m 0.8 m

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: Beams A beam 300 mm depth and of symmetrical I section has a l = 1 x 108 mm4 and is simply supported…

A: Given- Beam depth d=300 mm, Symmetrical I-section- I=1×108 mm4, Span L=6 m, Maximum Bending stress…

Q: A beam with a span of 7.0 m between supports has an overhanging extended part of 2.0 m on one side…

A: Given: DL = 30 kN/m LL = 18 kN/m Factored load: Wu=1.2DL+1.6LL=1.230+0.618Wu=64.8 kN/m

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

A: Allowable tension flexural stress = 35 MPa Allowable compression flexural stress = 150 MPa

Q: A steel channel is used as a purlin of a truss. The top chord of the truss is inclined at a slope of…

A: Weight of the purlin = 79 N/mDead load, DL = 720 N/m2Live load, LL = 1000 N/m2Wind load, WL = 1440…

Q: - The axial stresses due to bending and axial loads Shear stresses - the principal stresses and…

Q: A beam with S = 1,050 x 103 mm3, carries uniformly distributed load W1 and a concentrated load P1.…

A: Given Flexural stress, σmax=145 Nmm2Sectional modulus,…

Q: Distributed Loads Replace the loading on the beam shown with an equivalent resultant force and…

Q: A 22.5 lb/ft ↓↓ 5.0 ft C 250 lb B 0.617 in. 2.269 in. Ⓡ -3.0 ft-

A: given- a cantilever beam carrying UDL and concentrated load and having maximum tensile stress 4ksi…

Q: Q- A simply supported rectangular beam having span 5m is subjected to a central point load of 50 kN.…

A: Given- Span=5 m load=50 kN Stress=220 N/mm2,

Q: 1. Replace the existing beam with a wide flange structural steel. The maximum flexural stress of…

A: Replace the existing beam with a wide flange structural steel.

Q: quarter points. The maximum live load deflection must not exceed L/240 1 Q3- The beam shown in…

A: To Find Select a W shape section that can resist live load. Given concentrated load = 90 kN = 20.232…

Q: A stainless steel tube with an outside diameter of 66 mm and a wall thickness of 5 mm is used as a…

Q: The beam shown carries an ultimate load of 28.5 kN/m. The beam has a limited width of 275 mm and…

A: Ultimate load = 28.5 kN/m Width, b = 275 mm Height, h = 450 mm Reinforcement is placed at 65 mm from…

Q: A simply supported beam 300mm x 500mm has a span of 5m. The beam is reinforced with unbonded…

A: simply supported beam : A simply supported beam is one that is supported by only two points and can…

Q: Problem 3 A Determine the maximum flexural stress (MPa) developed for the beam loaded as shown.…

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: A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length…

A: Yield Strength :Yield strength of an element is a maximum stress an element or component can bear…

Q: H.WOLA tvaingular beam B00mm wide by 30omm height is Pinned at A, SuPPorted by acable cD and Carries…

A: As per bartleby guidelines, only 1st question among multiple questions posted need to be solved.…

Q: n, solve the absolute maximum shear stress.

A: CALCULATIONS OF ABSOLUTE MAXIMUM SHEAR STRESS###

Q: A portal frame P Q R as shown in figure has a fixed support at P and free end at R. A point load of…

A: For a portal frame PQR as shown below,fixed support at P and free end at Rpoint load of 3 kN is…

Q: The frame shown is subjected to lateral loads acting at I and E. Assume all columns have the same…

Q: calculate the reactions at the supports A and B for the following beam with uniformity distributed…

A: Free body diagram of given beam:-

Q: QUESTION 1: Determine the force acting on member GC. A 5 kN 3 m 2 kN 5 kN -2 m- B -2 m- C 2 m- 5 kN…

A: Given data

Q: H.W No.1: The concrete I-beam of figure is pretensioned with four bounded stranded cables having…

Q: Question SITUATION. A steel channel is used as a purlin of a truss. The top chord of the truss is…

A: I have solved your problem

Q: 3-3 A rectangular section with width b=200mm and depth h=450mm is reinforc with 4 16 of HRB400. The…

A: Width (b) = 200 mmDepth (h) = 450 mmReinforcement of concrete = 4 -16 diameter HRB400Design Moment…

Q: A rigid beam ABC supports a linear distributed load with maximum value q while supported by a pin at…

Q: Q1: Design_a simply supported rectangular reinford beam. Note: The self-weight of the beam is not…

Q: Design for the circular section the maximum uniformly distributed load

A: Given:- Allowable bending stress, σall=14 ksi=2016000 lb/ft2Allowable shearing stress, τall=8…

Q: In reinforced beam having a width of 300 mm and an effective depth of 600 mm, carries a moment of 80…

A: This question is related to Design concrete structure. There is Option (A) 200 mm is correct answer.

Q: Quiz: Design the reinforcement steel that necessary for the shear and torsion for the rectangular…

A: Solution; Given that; Live load=10 KN/m2Dead load =5 KN/m2fck=26MPafy=400 MPa

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

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: H.W No.1: The concrete I-beam of figure is pretensioned with four bounded stranded cables having…

A: Step 1:Step 2:Step 3: Step 4:

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

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: Flass Q2: Determine the reactions at A and B for the beam subiccted to a combination of distributed…

A: A beam is a structure that is highly resistant to loads that are later used on a stake axis.…

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: Find the deflection at mid-span of the beam shown. 2kN/m 6m 6m

A: Draw the figure.

Q: Determine the maximum shear stress acting at section a-a of the beam below. 20 mm 4 kN 8 kN 70 mm…

Q: Check the adequacy of the isolated T-beam shown below according to ACI Code requirements and…

Question

Prob 3. Select the lightest W360 wide-flange beam that can safely support the loading. The beam has
an allowable normal stress of oallow = 150 MPa and an allowable shear stress of Tallow = 80 MPa. Assume
there is a pin at B and a roller support at D
50 kN/m
A
D
В
-2.4 m
0.8 m
0.8 m

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 Solution

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

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

Question 10 options: a) 2.10 MPa b) 1.12 MPa c) 1.53 MPa d) 2.92 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. 1m P B 1m IC 4P 3m D 2P 1m DE U 175 200 (Dimensions in mm)
Determine the maximum flexural stress in the beam loaded as shown below
Light-grade steel channel was used as a purlin of a truss. The top chord of the truss is inclined I V: 4 H and distance between trusses is equal to 6 m. The purlin has a weight of 79 N/m and spaced at 1.2 m. on centers. The dead load including the roof materials is 720 Pa, live load of 1000 Pa and wind load of 1.2 1.2 1440 Pa. Coefficient of Purlins pressure at leeward and windward are 0.6 and 0.2 respectively. Assume all loads passes through the centroid of the section. Truss Properties of C 200 x 76 mm Sx = 6.19 x 104 mm Sy = 1.38 x 104 mm W = 79 N/m 12 12 1.2 I Allowable bending stress Fbx= Fby = 207 MPa Truss %3D 6m O Calculate the bending stress, fox, for dead load and live load combination (D+ L). Calculate the bending stress, foy, for dead load and live load combination (D + L). O Calculate the maximum ratio of actual to the allowable bending stress for load combination 0.75 (D + L + W) at the windward side. fbx = 151.14 MPa fby = 169.6 MPa Interaction = 1.25
A simply supported wood beam that is 13.5 m long carries a 36 kN concentrated load at B. The cross-sectional dimensions of the beam are b- 155 mm, d- 390 mm, a - 65 mm, and c- 30 mm. Section a-a is located at x- 2.3 m from B. (a) At section a-a, determine the magnitude of the shear stress in the beam at point H. (b) At section a-a, determine the magnitude of the shear stress in the beam at point K. (c) Determine the maximum horizontal shear stress that occurs in the beam at any location within the entire span. (d) Determine the maximum tensile bending stress that occurs in the beam at any location within the entire length. |P H d a В C L 2L 3 Answer: (a) TH - 0.33 kPa (b) TK - i 0.169 kPa (c) Tmax - 0.595 kPa (d) Omax" 27.486 MPa 3
PLEASE INCLUDE COMPLETE FIGURES
A column ABC is constructed with uniform hollow circular section as shown below. The roof load at the top of column is 50 kN and the floor load at mid height is 150 kN. The compressive stresses in the portion AB and BC are and respectively. 50 kN 200 mm 150 kN 15 mm X-X C.
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?
Rigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear and have a diameter of 0.250 in. Assume L= 4.0 ft. If the average shear stress in the bolts cannot exceed 70 ksi, determine the maximum distributed load wmax that can be supported by the structure. (1) A Answer: Wmax IN L B kips/ft