Finals: Assessment 2 - Code P08 x Messenger General (44) Beams - 14 - Shear Forces in x + A usl-tuguegarao.neolms.com/student_take_quiz_assignment/display/18987587?part=1&results=203335854 Code P08 - Mechanics of Deformable Bodies 2 Q Ferdinand II Carag O v Finals: Assessment 2 Item 1 of 1 10 Points Status Start O Time left: 26:30 Given the figure below, answer the following questions: O Pop up instructions Assessments 1. What is the maximum shear? Items 2. What is the moment at 1m from point D? Teachers 3. What is the equation of moment for segment BC? O Item 1 4. What is the equation of shear for segment CD? End of quiz Students 10 kN/m 7 kN/m Forums 4 kN/m Portfolio Shortcuts B Im 2m - 2m USL Library Select the correct response(s): Get Help O 2x2+16x+1.5 16-4x n3 5x2+19x-15 11:34 AM P Type here to search O Ai ID O a 4 12/17/2020

Finals: Assessment 2 - Code P08 x Messenger General (44) Beams - 14 - Shear Forces in x + A usl-tuguegarao.neolms.com/student_take_quiz_assignment/display/18987587?part=1&results=203335854 Code P08 - Mechanics of Deformable Bodies 2 Q Ferdinand II Carag O v Finals: Assessment 2 Item 1 of 1 10 Points Status Start O Time left: 26:30 Given the figure below, answer the following questions: O Pop up instructions Assessments 1. What is the maximum shear? Items 2. What is the moment at 1m from point D? Teachers 3. What is the equation of moment for segment BC? O Item 1 4. What is the equation of shear for segment CD? End of quiz Students 10 kN/m 7 kN/m Forums 4 kN/m Portfolio Shortcuts B Im 2m - 2m USL Library Select the correct response(s): Get Help O 2x2+16x+1.5 16-4x n3 5x2+19x-15 11:34 AM P Type here to search O Ai ID O a 4 12/17/2020

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Equilibrium of Structure X G Structural Analysis (with CD O file:///C:/Users/Thavisha/Documents/SLIIT/Y2S1/structural%20analysisi/feb%2019-25/Equilibrium%20of%20Structures.pdf of 5 O O Fit to page D Page view A) Read aloud 1. Add notes Q 5: The weight of a 5-m-long trolley, moving at a constant speed on a beam bridge, is modeled as a moving uniformly distributed load, as shown in Figure 5. Determine the expressions for the vertical reactions at the supports in terms of the position of the trolley as measured by the distance x, and plot the graphs showing the variations of these reactions as functions of x. -5m- w = 10 kN/m 25 m Figure 5 д
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9:38 1 A 1bctnajaf.com Q P Flag question Select the correct answer using the following slab: 3m 6m B3 B1 3 B5 В4 Floor slab Select one: O a. Panel 1 is two-way, panel 3 is one- way, panel 2 is two way O b. Panel 1 is one-way, panel 2 is two- way, panel 3 is one way c. Panel 2 is two-way, panel 3 is two- way, panel 1 is one way d. Panel 3 is two-way, panel 2 is two- way, panel 1 is one way e. Panel 2 is two-way, panel 1 is two- way, panel 3 is one way Previous page Next page 6.4m 6.4m B6 B2
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x Site: ENGG251 (S122) Mechanics platform.edu.au/mod/quiz/secured.php#lockdown El OC. 0.4 O d. 0.25 x S PowerPoint Presentation X Slide 1 Final exam (Remotely Procto - 6 Updat Question 1.3 A steel bar of rectangular cross section (a = 40 mm, b = 50 mm) carries a tensile load P, as shown in Figure Q1.3. The allowable stress in tension is 100 MPa. The maximum permissible load Pmax is approximately: b n D Figure Q1.3 O a. 50 kN O b. 400 kN O c. 100 KN O d. 200 kN Hide II Proctorio is sharing your screen. Question 1.4 H Stop sharing hp 6 +
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