A 14 ft long W12 x 65 beam-column is part of a braced frame and supports service loads of Pp = 180 k and P= 110 k. These loads are applied to the member at its upper end with an eccentricity of 3 in so as to cause bending about the major axis of the section. Check the adequacy of the měmber if it consists of A992 steel. Assume C, = 1.0 and Cm=1.0. %3D %3D %3D %3D

A 14 ft long W12 x 65 beam-column is part of a braced frame and supports service loads of Pp = 180 k and P= 110 k. These loads are applied to the member at its upper end with an eccentricity of 3 in so as to cause bending about the major axis of the section. Check the adequacy of the měmber if it consists of A992 steel. Assume C, = 1.0 and Cm=1.0. %3D %3D %3D %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: Three bars at pinned at points A, B, and C as shown. The common joint, D, of these members is loaded…

Q: W 14 x 142 is used as a column having a length of 8.48 m. long. It is hinged at the r end and fixed…

A: Given data- Properties of W 14 x 142 A = 26967.69 mm2 d= 374.65 mm bf= 393.70 mm tf= 27.00 mm tw=…

Q: mine the force developed in each member of the space truss and state if the members are in tension…

A: To find force in all members of the truss

Q: Question 1: A-find the zero force members of the truss shown below. B-Using section method determine…

A: To Determine A-find the zero force members of the truss shown below. B- Using section method…

Q: Please show clear and complete solutions. Box the final answers. Note: The tolerance is ± 1 in the…

A: The truss with the loading and support conditions is given as To find:- Force in members BG and BF

Q: USE METHOD OF SECTION Determine the force in members CE, DE, and DF for the roof truss and state if…

A: Find the support reactions ΣFy = 0 Ay – 603 - 816 - 816 - 816 - 816 - 816 - 603 + Ly = 0 Ay+ Ly =…

Q: Question 5 of 20 A structural member is fabricated with the cross section show below and is…

Q: All problem solutions must include FBDS. O nge D 2adnarn i OBIOu CL COuby 1. Determine the force in…

A: To determine the force in member BC, CF and FE of the given truss. As we are required to determine…

Q: Q2(5) , Determine the force in members ab,dh,dg, eg, hi,hj, & hk of truss shown in figure ? 2m 3m in…

A: Given figure shows a truss. It is required to calculate the forces in member ab, dh, dg, eg, hi, hj…

Q: Q\ Use Method of joints to analyses the truss below. 3 8. 2.4 1 2.4 1.8 P 2.4 L L

Q: Q2/ determine the reacction of th russ show in fig by using consistante deformatiom method . *

A: The force method is also known as the flexibility method and method of consistent deformation and It…

Q: Assuming A36 steel, select the most economical W8 section. Check the shear stress, and determine the…

Q: Determine the axial stresses of the following truss members: (JJ, Co. C Use 400mm² members in For…

Q: A Answers: EF KL GL = B 30⁰ P D E N KN KN 14 KN 0 M 6 panels at 5 m KN L F 28 KN K G 35 kN H J 30

Q: For the given loaded truss, the allowable tensile stress in any member is up to 800 MPa while the…

Q: From the Given Truss Shown: P= 66 KN M-443 KN Calculate the Force Carried by member FH. If the…

Q: snip

A: The factored axis load is Pu=1.6×28=44.8kipsthe factored transversed load and bending moment…

Q: DETERMINE THE CROSSECTIONAL AREA OF MEMBERS AG,BC, AND CE FOR THE TRUSS SHOWN IN THE FIGURE. THE…

Q: Q5) Determine the force in members JK, JN, and CD. State if the members are in tension or…

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: Find the forces in members EF, KL, and GL for the Fink truss shown. Forces are positive if in…

A: Given Fink truss with loads. To Find the forces in members EF, KL, and GL.

Q: Determine the force in each member of the truss illustrated below. В 3m A E H -* 3m le F 3m 3m 3m 25…

Q: A C15x33.9 A36 steel is used as a member. compression The member ends are fixed in all directions…

A: The steel member used as a compression member = C15×33.9 Grade of steel used = A36 The magnitude of…

Q: A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P=210 kN. The…

A: A double angle tension member

Q: Determine the type and amount of stress in each member of the truss shown below due to wind load…

Q: W 14 x 142 is used as a column having a length of 9.21 m. long. It is hinged at the r end and fixed…

Q: 504.2 Tensile Strength The design tensile strength, PePn, and the allowable tensile strength, Pn/Nt,…

A: GIVEN diameter of bolt, d = 20 mm Diameter of hole, D = 20+2 = 22mm Length of each leg, L = 100 mm P…

Q: A simply supported beam having a simple span o 8 m must support a uniformly distributed service load…

A: Span (L)= 8 mDead load = 10 KN/m

Q: DF, CE and BD.

Q: A W 12 x 58 beam-column member in a braced frame must support the service loads in the Fig. P11-12.…

A: PD=100kPL=150kPL=10kLx=Ly=16 ftW12 x 58 ftA992 steelCb=1 To find:- Adequate

Q: For the truss and loading shown, determine most economical cross-sectional area (in in2) of member…

Q: Assignment 5.2 -Steel Beam Analysis P-20 kips P-? kips W 24 x 76 A992 Steel The beam carries the…

Q: ng method of scction. "[HJ"kN "[H]"kN "[H]"kN "[EJ"kN "[G]"m te: E=22, H=12 225m 4.0m 4.0m 4.0 m

Q: Determine the flexural capacity of the given section of beam below. b=260 d=380 d'=80 fc'=27 fy=415…

Q: Question 15 It is 6.9 m long, fixed at the top and bottom, and has additional A W12x79 of A573 Grade…

Q: A W12x79 of AS73 Grade 60 (Fy - 415 MPa) steel is used as a compression member. It is 7.7 m long,…

A: A=14500mm2

Q: 13 lb, y = 7.94 ft, and the stress in the member is 12.47 ksi . Round off the final answer to two…

Q: A structural steel member is in the form of tee. bf= 300mm , tf= 100mm, bw= 200mm, d=300, fy= 248…

A: bf= 300mm , tf= 100mm, bw= 200mm the tw values was not given. so lets take it as 50mm

Q: A beam is built-up from the following A36 plates: 420x20 plates as flanges and 500x20 plate as web.…

A: Answer We are given that the beam span = 4 m and it is braced at the ends only means we get…

Q: State whether each member is in tension or compr 600 lb 600 lb 600 lb

Q: Determine the flexural capacity of the given section of beam below. b=300 d=400 d'=70 fc'=20.7…

Q: Using the methods of joints, determine all the zero-force members of the fink roof truss shown in…

A: 1. If there are two non-collinear members present at a joint and there is no support or load is…

Q: Find the forces in members EF, KL, and GL for the Fink truss shown. Forces are positive if in…

Q: Can you please find out the force in each member of the truss. Also can you please State if the…

A: Given data:

Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

A 14 ft long W12 x 65 beam-column is part of a braced frame and supports service loads
of Pp = 180 k and PL 110 k. These loads are applied to the member at its upper end
with an eccentricity of 3 in so as to cause bending about the major axis of the section.
Check the adequacy of the member if it consists of A992 steel. Assume C,
Cmx = 1.0.
%3D
%3D
= 1.0 and

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 : Data

Step 2

Step 3

Step 4

Step 5 : ASD

Step 6

Step 7

Trending now

This is a popular solution!

Step by step

Solved in 7 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

(33 %) Q2: Determine the foree in members AB. AH, and BH of the loaded truss shown below hy the method of joints. 4 m 5 m 5m 5m 30 kN 60 kN 30 kN
USE NSCP 2015
W 14 x 142 is used as a column having a length of 8.48 m. long. It is hinged at the r end and fixed at the lower end but there is a lateral bracing perpendicular to minor axis of the W section at a point 4.78 m. above the bottom support. It is assumed to be pinned connected at the bracing point. Using A 36 steel Fy= 248 MPa the NSCP Specificatioris. E, = 200000 MPa. Properties of W 14 x 142 A = 26967.69 mm2 d= 374.65 mm bf= 393.70 mm tf= 27.00 mm tw= 17.27 mm4 Ix= 695.11 x 106 mm4 Iy = 274.71 x 106 mm4 rx = 160.53 mm rY = 100.84 mm Assume: Kx = 0.80 for 8.48 m. length KY = 1.9 for the length on the upper support KY = 0.80 for the length on the bottom support Compute the slenderness ratio along y-axis. Please show clear solution thank you
Need the right answer,FBD must be drawn
Statistics
USE NSCP 2015
Question # 1: Determine the force in each member of the truss and state if the members are in tension or compression. 300 lb 600 15 B 60015 GOO G 11. 244in. 6 ft load at point B, D, F = 600 lb load at pount A and H=300 lb distance AC = CE =EG = GH = 8FT -80---SA- [Answer: FAB=15001b-C. Fac-12001b-T, Fac0, For-12001b-T, Fan+ 12001b-C, F₁-601b-C. Form 721h-T, Use symmetry to obtain the rest of the members]
For the given loaded truss, the allowable tensile stress in any member is up to 800 MPa while the allowable compressive stress is up to 650 MPa. The reduced stress in compression is specified to reduce the danger of buckling. Determine the minimum cross-sectional area of member CE. Solve with complete solution and proper FBD.
Please show how to Determine the force of ED, CD, BC, CE, GF, GA, AF, AB,BE, FB, FK
PLEASE SHOW COMPLETE SOLUTION. THANKS Determine the force in members GE, GC, and BC of the truss shown. Indicate whether the members are in tension or compression. Use method of sections.
Please answer asap using Method of joints only. Thank you I will rate
If beam BEH is hinged at the columns B, E, and H, determine its degree of indeterminacy.