Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Related questions
Question
Transcribed Image Text:9-1. Determine the vertical displacement of joint A. Each
bar is made of steel and has a cross-sectional area of
t
600 mm?. Take E = 200 GPa. Use the method of virtual work.
9-2. SatProb 0
B.
2 m
-15m-
-1.5 m-
5 kN
Probs. 9-1/9-2
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
Trending nowThis is a popular solution!
Step by stepSolved in 4 steps with 4 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
- A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 25 kN/m A D В C- -3 m-- --10 m- -4 m-| EI = constant E = 200 GPa I = 500(106) mm4arrow_forwardUse "force method" and the table at the back of the exam to determine the reactions (all) of the statically indeterminate 2-span beam shown below. Assume EI is constant for all members. "Must use VB as the redundant reaction force". Mo = 160 ft.-k w = 1.5 k/ft. A B. НА VB Vc 20 ft. 20ft.arrow_forwardThe influence line is for V40- = shear just left of 40'. A load of 0.5 kip/ft is placed in such a way to obtain the worst value of V40-. Determine V40- in kips to two decimal places. Use the correct sign. -1 × -7.5 10 0.5 15 20 30 -1arrow_forward
- The influence line is for V40- = shear just left of 40'. A load of 0.5 kip/ft is placed in such a way to obtain the worst value of V40. Determine V40- in kips to two decimal places. Use the correct sign. -1 × -5.75 16 0.5 15 20 30 -1 ५०arrow_forward9-8. A standard steel 14 in. Schedule 40 pipe carries, a 650 lb load at the center of a 28 in. span, simply supported. Compute the deflection of the pipe at the load. 9-8 O-.055in O-.0057in O-032in -.054inarrow_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