Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Related questions
Question
Need urgent and correct answer
![1. Code requirement for axial tension member:
T ≤OT
a) yielding over full section: -0.9: T-F,A,
b) fracture over net areas: -0.75: T=FA; A = UA;
2. Code requirement for axial compression member:
PSOP
P₁ = AF
2 =
KL
ra
E
A $1.5 F-0.658.F, (a)
A>1.5 F=- -F, (b)
0.877
2²
3.Code requirement for bending member with continues lateral support
M₁ ≤Mn
2<p M₁=Mp
Ap<< M₁ = Mp- (Mp -M₁)-
2,<λ M₁ = M₁
The p, and M, for flange and web are listed as follows:
Cross Section
HII]
Rolled
Rolled
I
Welded
Welded
H
Slendemess
Parameter A
b
20₁
b
21₁
21₁
2-2p
2₁-2p
h
tu
0.38
Ap
/F,
de
0.38 G/F, 0.83 E/CF,-F,)
83 E/(F,-F.) (F,-F.)S,
3.8E/F,
M,
0.38 E/F, 0.95 E/[(F,-F,)k] (F,-F.)S,
F,S,
0.38E/F, 0.95 /E/[(F,-F,)ke] F,S,
5.7 VE/F,
F,S,
Fa
0.69E
2²
0.69E
Az
0.9 Ek,
λ²
0.9Ek,
Lim
Plate Girder,
Sec. G
Note, 0.35 k-4/ /h/t<0.763, F,-69 MPa for rolled shapes, F, -114 MPa for welded shapes.](https://content.bartleby.com/qna-images/question/f24d02ba-bb98-4263-8ecb-42c1ac64c463/b893aec2-82e6-4c99-940b-0dbc81847c01/7kdj0t7_processed.jpeg)
Transcribed Image Text:1. Code requirement for axial tension member:
T ≤OT
a) yielding over full section: -0.9: T-F,A,
b) fracture over net areas: -0.75: T=FA; A = UA;
2. Code requirement for axial compression member:
PSOP
P₁ = AF
2 =
KL
ra
E
A $1.5 F-0.658.F, (a)
A>1.5 F=- -F, (b)
0.877
2²
3.Code requirement for bending member with continues lateral support
M₁ ≤Mn
2<p M₁=Mp
Ap<< M₁ = Mp- (Mp -M₁)-
2,<λ M₁ = M₁
The p, and M, for flange and web are listed as follows:
Cross Section
HII]
Rolled
Rolled
I
Welded
Welded
H
Slendemess
Parameter A
b
20₁
b
21₁
21₁
2-2p
2₁-2p
h
tu
0.38
Ap
/F,
de
0.38 G/F, 0.83 E/CF,-F,)
83 E/(F,-F.) (F,-F.)S,
3.8E/F,
M,
0.38 E/F, 0.95 E/[(F,-F,)k] (F,-F.)S,
F,S,
0.38E/F, 0.95 /E/[(F,-F,)ke] F,S,
5.7 VE/F,
F,S,
Fa
0.69E
2²
0.69E
Az
0.9 Ek,
λ²
0.9Ek,
Lim
Plate Girder,
Sec. G
Note, 0.35 k-4/ /h/t<0.763, F,-69 MPa for rolled shapes, F, -114 MPa for welded shapes.
Transcribed Image Text:(3)
) A 6.0 m long simply supported beam is made of HN450X200×8
X 12, Q345steel. The beam carries on a factor load Pu-350kN. Check the beam
capacity assuming that the slab provides lateral support.
Section properties of HN400X150×8×13 are shown as follows:
d=450mm, b=200mm, t-12mm, t-8mm, r-20mm, Z=1430cm³, S-1300cm³,
6000mm
HN450×200×8×12
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by stepSolved in 4 steps with 5 images
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
- can you answer D&E pleasearrow_forwardWhat are the disadvantages of using the bar charts for scheduling?arrow_forwardAderemi -. O Clever logo 9 ConnectEdSingle si.. 3 I Tools Add-ons Help Last edit was 2 minutes ago Image options Replace Image- 6 r L. Mechanical Advantage Review Directions: Use the appropriate equation to answer following questions. All answers should be recorded below or in your Engineering Design jour Smeters 1. A lever has an effort arm that is 8 meters long and a resistance (load) arm that is 200 Hewton 1.5 meters long. How much effort is needed to lift a 200 Newton weight? DELLarrow_forward
arrow_back_ios
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