Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Question
Chapter 5, Problem 5.10.6P
To determine
(a)
The W-shape of given beam by LRFD.
To determine
(b)
The W-shape of given beam by ASD.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
The simply supported beam consists of a W21 × 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.4]. Assume d = 5 ft, w = 3 kips/ft, P = 48 kips. For the loading shown, determine
(a) the beam deflection at point A.
(b) the beam deflection at point C.
The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and has a cross-sectional area of 512 mm2; link CE is made of steel (E = 200 GPa) and has a cross-sectional area of 643 mm2. For the 32 kN force shown, determine the deflection of D (mm)
*Note: Negative if compression and positive if tension. Also, the final answer should have two decimal places.
A concentrated load P = 5 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 5 m., E = 207 GPa, and I = 252 x10^6 mm^4.
Chapter 5 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 5 - Prob. 5.2.1PCh. 5 - Prob. 5.2.2PCh. 5 - Verify the value of Zx for a W1850 that is...Ch. 5 - Prob. 5.2.4PCh. 5 - Prob. 5.4.1PCh. 5 - Prob. 5.4.2PCh. 5 - Determine the smallest value of yield stress Fy,...Ch. 5 - Prob. 5.5.1PCh. 5 - Prob. 5.5.2PCh. 5 - Prob. 5.5.3P
Ch. 5 - Prob. 5.5.4PCh. 5 - Prob. 5.5.5PCh. 5 - Prob. 5.5.6PCh. 5 - Prob. 5.5.7PCh. 5 - Prob. 5.5.8PCh. 5 - Prob. 5.5.9PCh. 5 - If the beam in Problem 5.5-9 i5 braced at A, B,...Ch. 5 - Prob. 5.5.11PCh. 5 - Prob. 5.5.12PCh. 5 - Prob. 5.5.13PCh. 5 - Prob. 5.5.14PCh. 5 - Prob. 5.5.15PCh. 5 - Prob. 5.5.16PCh. 5 - Prob. 5.6.1PCh. 5 - Prob. 5.6.2PCh. 5 - Prob. 5.6.3PCh. 5 - Prob. 5.6.4PCh. 5 - Compute the nominal shear strength of an M107.5 of...Ch. 5 - Compute the nominal shear strength of an M1211.8...Ch. 5 - Prob. 5.8.3PCh. 5 - Prob. 5.8.4PCh. 5 - Prob. 5.10.1PCh. 5 - Prob. 5.10.2PCh. 5 - Same as Problem 5.10-2, except that lateral...Ch. 5 - Prob. 5.10.4PCh. 5 - The given beam is laterally supported at the ends...Ch. 5 - Prob. 5.10.6PCh. 5 - Prob. 5.10.7PCh. 5 - Prob. 5.11.1PCh. 5 - Prob. 5.11.2PCh. 5 - Prob. 5.11.3PCh. 5 - Prob. 5.11.4PCh. 5 - Prob. 5.11.5PCh. 5 - Prob. 5.11.6PCh. 5 - Prob. 5.11.7PCh. 5 - Prob. 5.11.8PCh. 5 - Prob. 5.11.9PCh. 5 - Prob. 5.12.1PCh. 5 - Prob. 5.12.2PCh. 5 - Prob. 5.12.3PCh. 5 - Prob. 5.13.1PCh. 5 - Prob. 5.13.2PCh. 5 - Prob. 5.14.1PCh. 5 - Prob. 5.14.2PCh. 5 - Prob. 5.14.3PCh. 5 - Prob. 5.14.4PCh. 5 - Prob. 5.15.1PCh. 5 - Prob. 5.15.2PCh. 5 - Prob. 5.15.3PCh. 5 - Prob. 5.15.4PCh. 5 - Prob. 5.15.5PCh. 5 - Prob. 5.15.6PCh. 5 - Prob. 5.15.7PCh. 5 - Same as Problem 5.15-7, except that the sag rods...
Knowledge Booster
Similar questions
- Find the value q can take so that the BD bar, the cross section of which is shown in the figure, can carry the given load without buckling. factor of safety n = 3 Ri= 7cm , Rd=9cm on BD bararrow_forwardQ-2 For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm4] shownin Figure below, assuming a length L = 6 m, concentrated load of 40 kN, and adistributed load w = 30 kN/m,(a) Use the double-integration method to determine the deflection at B. (b) Use the method of Castigliano to determine the deflection at B. Use appropriate (SI) units as it applies (if any.)arrow_forwardDetermine the deflection under a point load of 60 kN acting at 3 m apart from support A using the Castigliano's theorem. Total span of simply supported beam is 4 m. Take EI = 2.2 MNm2.arrow_forward
- A rectangular beam has an extended cantilever beam the is attached at the end of the beam. A force P = 165,000 N is acted at the end of cantilever beam. Take S1 = 230 mm, S2 = 300 mm. What is the angle of twist of the beam if the length of the beam is 1500 mm, G = 2.0 MPa. Show complete solution with FBDarrow_forwardBelow is a truss created with 3 rod elements. Fixed at point A, sliding support at point Chas. At point B, the load P acts on the system as shown. All 3 elements have the same cross-section and are rectangular.section dimensions are given in the figure. If the safety factor used in the design is 2.5, the buckling stability should be taken into account.Calculate the highest value of the load P. E = 20 GPaarrow_forwardThe rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and has a cross-sectional area of 519 mm2; link CE is made of steel (E = 200 GPa) and has a cross-sectional area of 633 mm2. For the 36 kN force shown, determine the deflection of B (mm) *deflection should have a negative sign if compression and positive if tension. Also, your final answer should have two decimal placesarrow_forward
- A flat brass bar has length L, constant thicknesst, and a rectangular cross section whose widthvaries linearly between b2 at the fixed support to b1at the free end (see figure). Assume that the taper ofthe bar is small. The bar has modulus of elasticity E.Calculate the displacements δB and δC if P = 200 kN,L = 2 m, t = 20 mm, b1 = 100 mm, b2 =115 mm,and E = 96 GPa.arrow_forward'The I-beam is loaded as shown in the figure. Determine the required flange width b so that the stress caused by bending does not exceed the allowable stress σmax = 170 MPa. The thickness of the flange is tflange= 12 mm, and the thickness of the web inch tweb= 8 mm, so let's look at just bending. F = 48kN, q = 8kN/m, L = 2.2m, H = 500mm Use units [N, mm]. Enter the answer to one decimal place. Do not round the invoices in the intermediate stages, but only the final answer!arrow_forwardThe assembly consists of three titanium (Ti-6A1-4V) rods and a rigid bar AC. The cross-sectional area of each rod is given in the figure. If a force of 60 kip is applied to the ring F, determine the horizontal displacement of point F.arrow_forward
- The beam is 30% glass-reinforced plastic, the triangular load is w0 = 300 lb/ft and the factor of safety is 10. The support at A is a pin and the support at B is a roller. the beam will fail due to bending and not shear, determine the required value of barrow_forwardDetermine the displacement and the rotational at point D, considering that the moment of inertia I=300 in4, the elastic modulus is the same for the section of the beam with a value of E=29000 Ksi. Use Castigliano's method for beams. Point D is half the distance from segment AB. The following figure shows the applied loads, distances, and conditions at the beam supports.arrow_forwardIn the loaded truss shown, AB=BC=CD=DE=3.4 m, BF=CG=GI=DH=HJ=(EK)/2=5.1 m. If the loading P=3.3 kN, calculate the force (in kN with proper sign) in member HK (correct to 1 decimal place). (sign convention: tensile force in a member is taken with positive sign)arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill Education
Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning