10.11 Determine the maximum dead and live loads that can be supported by the compressionmember shown in Figure P10.8. The live load is twice the dead load.FIGURE P10.8 Column for Problem 10.11.12ftW12x79A992 steelGiven:Fy= 70 ksi

Answered: 10.11 Determine the maximum dead and…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

An aluminum bar having a cross-sectional area of 160 mm? carries the axial loads as shown in the Figure below. Assume that the bar is suitably braced to prevent buckling and E = 70000 MPa. The length of each bars are follow: B, = 0.8 m; B2 =D 1.0 m; B;= 0.6 m. Determine the axial load acting on bar B, in kN. 35KN B1 B2 B3 10KN 15KN 30KN A 35 B) 20 C) 10 (D) 5
NEED ANSWER ASAP!! A so-called "trapeze bar" in a hospital room provides a means for patients to exercise while in bed (see figure). The bar is 2.1m long and has a cross section in the shape of a regular octagon. The design load is 1.6kN applied at the midpoint of the bar, and the allowable bending stress is 240 MPa. Determine the minimum height h of the bar. Round to one decimal place. (Assume that the ends of the bar are simply supported and that the weight of the bar is negligible.) hmin=___mm
For the exact in the figure tensile strength = 8000 N / cm ^ 2 compression safety = 3000 N / cm ^ 2 calculate the largest Mx moment that the section can carry.
O FS = 2.4 O FS = 2.2 Consider a simple supported beam subjected to the load shown. The beam has a solid square cross-section with edge "a", and made of steel alloy having a yielding tensile and compressive strength of oy = 400 MPa. Determine its minimum required edge "a" for a factor of safety against yielding FS = 2.5. The area moment of inertia of that section about its neutral axis N.A. is INA = b.h³/12. of 3 kN 2 kN/m D 6 m + Select one: 5:37 PM 86°F Light rain ENG 6/18/2021 hp
Set P₁ = 38 kN, P₂ = 28 kN. (Figure 1) Figure B G -1.5 m 1.5 m 1.5 m 1.5 m P₁ P₂ 1 of 1 2 m Part A Determine the force in member AB of the truss. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FAB = Submit μA Value Request Answer Units ?
Q1: A circular steel rod ABCD is loaded as shown below. Use the following data to Find the maximum stress and the deformation (AL) of the rod. Take E = 200 L3=1350 GPa. L2=2150 A L1 E Dia. 1 L1=1350 Р3-25 P1 L2 Dia. 2 P2=40 P2 P1=105 Dia2=45 L3 P3 D D 35 mm o Dia1=60
(40 Hiw A Pismatic steel bar ofa Square cross section (loo*lo0)mm is looled by Comressive force P= 1300 kU, the bar has length 2.5 m, Eg=200 G Pa, V=0.3,determine the Shortening d, the increase in the dimensions of cross Section , the change in Volume DV of the bar? loomm Joomm
12
Determine the compressive force (in N) in the bars shown after a temperature rise of 165°F if d = 0.011 in. Round off the final answer to five decimal places. d ... L M Use the following data: Bronze Aluminum A = 2.33 sq. in E = 14988461 psi A = 2.6 sq. in E = 10519262 psi L = 17.3 in L = 12.6 in a = 11.71 x 106/ °F. a = 12.73 x 106/°F
Question (3). Design Exercise (Selecting initial dimensions) A steel cross section of a bridge deck is shown in Figure 3. The cross section is subjected to a maximum bending moment of 43810 kNm. The length L is 4m. Available plate thicknesses (t) are 20 mm, 22 mm and 25 mm. The yield strength () is 355 MPa. Determine the initial dimensions of b and Cw, which can be used for detailed design of the bridge deck. Assume failure of the cross section mainly governs by in-plane bending. State all other assumptions made during this calculations. 60° 2b Ma

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

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

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

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

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

10.11 Determine the maximum dead and live loads that can be supported by the compression member shown in Figure P10.8. The live load is twice the dead load. FIGURE P10.8 Column for Problem 10.11. 12ft W12x79 A992 steel Given: Fy= 70 ksi