6- For a simply supported beam with b=300 mm and d=500 mm, if f= 63MPA, f, = 280MPA and the net%3!tensile strain is greater than 0.005, then the maximum steel ratio equals..(a) 0.0406(b) 0.0310(c) 0.0287(d) 0.0180(e) None7- A 6 m span simply supported inverted T-beam is loaded with wu= 40 kN/m on the top faces of theinverted flange. If the effective depth of the beam is d = 500 mm, then Vu at the critical section is . kN.(a) 240(b) 120(c) 100(d) 220(e) None

Since the Question number to be solved is not specified, the solution for Question No.06 is as…

6- For a simply supported beam with b=300 mm and d=500 mm, if f 63MP , f, = 280MP and the net tensile strain is greater than 0.005, then the maximum steel ratio equals. . (a) 0.0406 (b) 0.0310 (c) 0.0287 (d) 0.0180 (e) None

6- For a simply supported beam with b=300 mm and d=500 mm, if f 63MP , f, = 280MP and the net tensile strain is greater than 0.005, then the maximum steel ratio equals. . (a) 0.0406 (b) 0.0310 (c) 0.0287 (d) 0.0180 (e) None

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: 3. A solid 5/8-in. steel [E = 29,000 ksi] rod (1) supports beam AB, as shown in Figure. If the…

A: The given data is shown below: Diameter=58-in.E=29000 ksiStress=30 ksiMaximum deformation=0.25 in.

Q: The wood beam supports loads of w = 440 lb/ft and P = 1080 lb on span lengths of LaB = 10.4 ft, LBc…

A: -RA+Rc=440×10.4+1080RA+Rc=5656-∑MA=0Rc15.6=108020.8+440×11.4×5.2Rc=3112 lbRA=2544 lb…

Q: Determine the stress in each of the two vertical rods if the temperature rises 50 °C after the load…

A: To determine the stress in each of the vertical rods. Given, Rise in temperature (∆T) = 50oC Load…

Q: Determine if the W100 x 19.3 can be used for the beam below, when the working stress is 95 MPa.…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question. Please…

Q: Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area method.…

Q: 2.) Find the moment of resistance of the section. The permissible stresses are 10 N/mm² in tension…

Q: 5. The steel rod is stress-free before the axial loads P-120 kN and P,= 50 kNare applied to the rod.…

A: Given data in question Rigidly fixed at both ends Lengths of members Area of members Modulus of…

Q: A rigid steel plate is supported by three posts of high-strength concrete each having an effective…

Q: The box beam is made by nailing four 2-in. by 8-in. planks together as shown. (1) Compute the…

Q: Two vertical forces are applied to a beam of the cross-section shown. Determine the maximum…

A: Given Data: a = 7.5 m b = 4.2 m

Q: A rigid steel plate is supported by three posts of high-strength concrete each having an effective…

Q: A steel [E = 200 GPa] bar (1) supports beam AB. The cross-sectional area of the bar is 660 mm2. If…

Q: A W 12 x 50 steel wide-flange beam and a segment of a 4-inch thick concrete slab (see figure)…

A: Given data: I section w 12×50 with following properties. IXX=391 in4A=14.6 in2d=12.2 in Concrete…

Q: 6-126. The wooden section of the beam is reinforced with two steel plates as shown. If the beam is…

Q: The strain in the x direction at point A on the A-36 structural-steel beam is measured and found to…

A: Given:- The strain in the x-direction at point A = εx = 217 x 106 A point load P is applied at…

Q: A B C 80 kN 2 m 50 kN D E F -1m--1 m--1 m--1 m-|

Q: Problem (1) Three steel rods (E = 200 GPa) supports a 50 kN load P. Each of the rods AB and CD has a…

Q: SkN 20KN 10KN 10kN/m 0,2*b 0,2*b 10kNm 0,8 b by 1m 3m 4m 2m 1m 2m

A: Given data: yield strength =400 MPa Factor of safety =2

Q: The three suspender bars AD, BE, and CF are made of the same material (E = 70 GPa) and have equal…

A: Given Data Three suspender bars are givenCross-sectional area A=450 mm2Young's modulus E=70 GPaTwo…

Q: The steel pipe is supported on the circular base plate and concrete pedestal. If the normal failure…

A: P=500kN To find thickness of pipe and radius of base plate

Q: The wood beam supports loads of w = 480 lb/ft and P = 1200 lb on span lengths of LAB = 8.8 ft, LBc =…

Q: A solid 5/8-in. steel [E = 29,000 ksi] rod (1) supports beam AB, as shown in Figure. If the stress…

A: Given : steel dia = 5/8 in E = 29000 ksi Allowable stress in rod = 30 ksi max. allowable deformation…

Q: The members of the truss are 25mmx50mm in cross section. Determine the maximum load P that can be…

A: To find the maximum load (Pmax.)-

Q: a b 45 MPa 60° a

A: Given: Shear stress To find: Normal stress and principal stress on inclined plane

Q: For the Pratt bridge truss and loading shown, determine the average normal stress in member BE,…

A: Given data in question Truss Loads Span member length To find out Stress in member BE Note We…

Q: 2.31 The normal stresses at a point in a steel member are øx = 8 ksi, ɑ, = -4 ksi, and o this point.…

Q: The three suspender bars AD, BE, and CF are made of the same material (E = 70 GPa) and have equal…

Q: Determine the maximum tensile and compressive bending stress developed in the beam.

A: ##Calculation Maximum Tensile and Compressive Bending stress ####

Q: The truss shown consists of wooden members. Knowing that each member has a 50 x 50 mm. square cross-…

Q: 3- Use the direct stiffness method to set-up and solve the problem for the following beam structure:…

Q: A simple pin-connected truss is loaded and supported as shown. The truss is constructed from three…

A: Given, There is a pin connnected Truss as shown in the figure. Our aim is to calculate forces in…

Q: Find the moment of resistance of the section. The permissible stresses are 10 N/mm2 in tension and…

A: The values and diagram given in the question are as follows: The permissible stress in…

Q: Determine (a) the bending stress at point H. (b) the bending stress at point K. (c) the maximum…

Q: The assembly consists of two posts AD and CF made of steel and having cross- sectional area of 1000…

Q: The wood beam supports loads of w = 460 lb/ft and P = 1200 lb on span lengths of LAB = 9.0 ft, LBc =…

Q: A rectangular plate is subjected to uniform biaxial stress with ax = 90 MPa (tension), oy = -20 MPa…

Q: Determine the maximum tensile and compressive stresses (psi) developed in the overhanging beam. The…

Q: The wood beam supports loads of w = 460 lb/ft and P-920 lb on span lengths of LAB = 10.8 ft, LBC=…

Q: 1) DETERMINE TENSILE THE BELOW. THE MAXimum STRESSES OF THE BENDING CROSS-SECTION COMPRESSIVE Ано…

Q: The three suspender bars are made of A992 steel and have equal cross-sectional areas of 450 mm2.…

A: Given:- Three suspender bars are made of A992 steel Equal cross-sectional areas = 450 mm2 Modulus…

Q: - -1025. In a reinforced concrete beam, b = 250 mm, d = 450 mm, 10. The actual maximum stresses…

Q: The wood beam supports loads of w = 420 lb/ft and P = 1020 lb on span lengths of LAB = 11.6 ft, LBC…

Q: Find the moment of resistance of the section. The permissible stresses are 10 N/mm? in tension and…

A: Given- A trapezoidal section having tensile stress 10N/mm2 and compressive stress 16N/mm2.…

Q: Knowing that the average normal stress in member EG of the Pratt bridge truss shown must not exceed…

Q: А —D 1.2 in2 А 3D 0.5 in? B A

A: The net change in length of the bar placed in series is equal to zero because the bar is fixed…

Q: A steel [E = 200 GPa] bar (1) supports beam AB. The cross-sectional area of the bar is 540 mm?. If…

Q: The joint between a diagonal and a chord in a timber truss is shown. The compressive force P in the…

Q: A steel [E = 200 GPa] bar (1) supports beam AB. The cross-sectional area of the bar is 520 mm?. If…

A: Determination of maximum load taken by steel bar

Q: 2.40 Three steel rods (E = 29 x 105 psi) support an 8.5-kip load P. Each of the rods AB and CD has a…

Concept explainers

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

6- For a simply supported beam with b=300 mm and d=500 mm, if f= 63MPA, f, = 280MPA and the net
%3!
tensile strain is greater than 0.005, then the maximum steel ratio equals..
(a) 0.0406
(b) 0.0310
(c) 0.0287
(d) 0.0180
(e) None
7- A 6 m span simply supported inverted T-beam is loaded with wu= 40 kN/m on the top faces of the
inverted flange. If the effective depth of the beam is d = 500 mm, then Vu at the critical section is . kN.
(a) 240
(b) 120
(c) 100
(d) 220
(e) None

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 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

6- For a simply supported beam with b=300 mm and d=500 mm, if f = 63MPa, f, = 280 MPa and the net tensile strain is greater than 0.005, then the maximum steel ratio equal............ (a) 0.0406 (b) 0.0310 (c) 0.0287 (d) 0.0180 (e) None
A steel column is pin connected at the top and bottom which is laterally braced and subjected to transverse loading. It carries an axial load of 800 kN and a 70 kN-m moment. Use ASD. The steel section has the following properties: A = 13000 mm² r = 94 mm Ix = 300 x 106 mm4 Sx = 1200 x 103 mm³ L = 3.6 m Yield stress Fy = 248 MPa Axial compressive stress that would be permitted if axial force alone existed, Fa = 115 MPa Compressive bending stress that would be permitted if bending moment alone existed, Fb = 148 MPa Members subjected to both axial compression and bending stresses shall be proportioned to satisfy the following requirements: Mry + 9 Mex Mey Determine the axial compressive stress if axial load only existed. Pr 8 Mrx + Pe 75.82 MPa 61.54 MPa 33.96 MPa 16.25 MPa Determine the bending stress if bending moment alone existed. 76.25 MPa O58.33 MPa 13.33 MPa ≤ 1.0 16.59 MPa Determine the value of both axial and bending moment interaction value, considering the amplification due to…
Structural mechanics - The ultimate tensile strength of mild steel is 200 N/mm2. A tie of equal legs angle section has to carry an axial pull of 150 kN. Decide suitable dimensions of the section if the mean thickness is 10 mm. Take factor of safety as 2.
Asiacell|Asiacel K/s Asiacell For simply supported beam with rectangular cross section shown, determine the values and location of the maximum tensile and compressive bending * stresses 1000 lb 400 lb/ft 6 in DV 8 in 10 ft RA Rp
Consider the truss shown in the figure. Determine the force in members ML, MC, and BC and state if these members are in tension or compression. Show all your work. (lengths AB-BC=CD%3DE%3DEF%3FG=3m) 50 kN 50 kN 50 kN N ML K J IH B CD E F hod 18 m 6 @3 m
Question 3 of 5 -/ 20 E View Policies Current Attempt in Progress A steel [E = 200 GPa] bar (1) supports beam AB. The cross-sectional area of the bar is 580 mm2. If the stress in the bar must not exceed 330 MPa and the maximum deformation in the bar must not exceed 13 mm, determine the maximum load P that may be supported by this structure. Use dimensions of a = 4 m, b 2.4 m, and c = 5.2 m. %3! C (1) a Answer: kN P = Attempts: 0 of 1 used Sub Save for Later B.
The following steel circular bar (Es = 200 GPa) is divided into two segments. Segment 1 is tubular and segment 2 is solid. Determine the distance "x" so that the bar does not exceed a total deformation of 2.5 mm. The load P is equal to 25 kN, the diameter d is equal to 30 mm, and the length L is equal to 10 m.
Determine the axial compressive strength of an HSS steel with a length of 4.6m with respect to the principal axis. Use Fy = 318 MPa. Section Properties: A = 1742 mm2 ly = 3.29 x 106 mm4 lx = 9.53 x 106 mm4 CIVIL ENGINEERING. STEEL DESIGN 203.2 -3.2 101.6 -3.2
Determine the forces in all of the members of the following trusses. Summarize your answers in the table. Show complete solution. G H F 15 ft 30 ft A E Joočõoo Jo000 B C D - 40 ft- 40 ft- 40 ft 40 ft- 25 k 20 k Member Force Tension or Compression 1. AH 2. HG 3. GF 4. FE 5. ВН
A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web. The beam is simply-supported and subjected to concentrated load at midspan. The member is laterally supported at the ends only. Limiting L Values:Lp = 4.762 mLr = 11.810 m Section Properties:A = 27200 mm2Ix = 1 370 026 667 mm4Sx = 5 269 333.333 mm3rx = 224.430 mmIy = 246 960 000 mm4Sy = 1 176 000 mm3ry = 95.286 mmJ = 3 626 666.667 mm4c = 1.0 (doubly symmetric I-shaped member)rts = 110.753 mmho = 520 mm Compute for the ultimate moment capacity (in kN-m) of the beam if it spans 4m. Please answer this asap. For upvote Thank you so much
SITUATION 1 Determine (approximately) the force in each member of the truss. Assume the diagonals can support either a tensile or a compressíve force and assuming that the díagonals cannot support a compressíve force. A. Use Method 2 7 k 14 k 14 k 7 k Н F E oo 2 k 380 6 ft A D В C 8 ft 8 ft 8 ft B. Use Method 1 50 kN 40 kN 20 kN E D 3 m B 3 m 3 m
A W18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 26 kips, w = 3.4 kips/ft, LAB = 4.0 ft, LBC = 4.0 ft, and LCD = 15.4 ft. Determine the magnitude of the maximum bending stress in the beam. A P LAB Answer: Omax = i B LBC C ksi W LCD D X