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Final exam (Remotely Procto Update Question 1.5 A cantilever beam AB is subjected to a uniform load q=0.2 kN/m over AB and a concentrated load P=1 kN at Point C, as shown in Figure Ql.5. The shear force (V) and bending moment (M) at the right-hand side of Point C are 1 kN 0.2 kN/m 15m Figure Ql.5 0 2. Vc=0.2kN and Mc=-0.1 kNm O b. Vc=-0.2kN and Mc=0.2 kNm O c. Vc-0.2kN and Mc-0.1 kNm O d. Vc=-0.1kN and Mc=0.2 kNm Hide Stop sharing بط یا کا A IC B II Proctorio is sharing your screen.

Final exam (Remotely Procto Update Question 1.5 A cantilever beam AB is subjected to a uniform load q=0.2 kN/m over AB and a concentrated load P=1 kN at Point C, as shown in Figure Ql.5. The shear force (V) and bending moment (M) at the right-hand side of Point C are 1 kN 0.2 kN/m 15m Figure Ql.5 0 2. Vc=0.2kN and Mc=-0.1 kNm O b. Vc=-0.2kN and Mc=0.2 kNm O c. Vc-0.2kN and Mc-0.1 kNm O d. Vc=-0.1kN and Mc=0.2 kNm Hide Stop sharing بط یا کا A IC B II Proctorio is sharing your screen.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Site: ENGG251 (S122) Mechanics X PowerPoint Presentation form.edu.au/mod/quiz/secured.php#lockdown x Slide 1 x Final exam (Remotely Procto + Question 1.5 A cantilever beam AB is subjected to a uniform load q=0.2 kN/m over AB and a concentrated load P=1 kN at Point C, as shown in Figure Q1.5. The shear force (V and bending moment (Mc) at the right-hand side of Point C are 1 kN 0.2 kN/m C B 1.5 m- Figure Q1.5 O a. Vc-0.2kN and Mc=-0.1 kNm O b. Vc=-0.2kN and Mc-0.2 kNm O c. Vc-0.2kN and Mc-0.1 kNm O d. Vc=-0.1kN and Mc-0.2 kNm Stop sharing Hide 6 Im II Proctorio is sharing your screen.
Transcribed Image Text:Site: ENGG251 (S122) Mechanics X PowerPoint Presentation form.edu.au/mod/quiz/secured.php#lockdown x Slide 1 x Final exam (Remotely Procto + Question 1.5 A cantilever beam AB is subjected to a uniform load q=0.2 kN/m over AB and a concentrated load P=1 kN at Point C, as shown in Figure Q1.5. The shear force (V and bending moment (Mc) at the right-hand side of Point C are 1 kN 0.2 kN/m C B 1.5 m- Figure Q1.5 O a. Vc-0.2kN and Mc=-0.1 kNm O b. Vc=-0.2kN and Mc-0.2 kNm O c. Vc-0.2kN and Mc-0.1 kNm O d. Vc=-0.1kN and Mc-0.2 kNm Stop sharing Hide 6 Im II Proctorio is sharing your screen.
SG251 (S122) Mechanics x S PowerPoint Presentation Slide 1 Final exam (Remotely Procto moodle.uowplatform.edu.au/mod/quiz/secured.php#lockdown Maps M Gmail VC-VINY UTTU TVE-VIL NINITE 6 Question 1.6 The cross section of an asymmetric wide-flange beam is shown in Figure Q1.6. The distance from the top surface to the centroid of the cross section is closest to: 70mm 115mm 25mm ed d out of g question Question 7 Not yet answered Marked out of Finish attempt Time left 3:0 O a. O b. 45 mm O c. 49.17 mm O d. 51.17 mm Question 1.7 The cross section of a T-beam is shown in Figure Q1.7. The moment of inertia (second moment of area) for the cross section can be calculated by: 11 Proctorio is sharing your screen. Stop sharing Hide 100mm Figure Q1.6 50.17 mm 60mm 115mm
Transcribed Image Text:SG251 (S122) Mechanics x S PowerPoint Presentation Slide 1 Final exam (Remotely Procto moodle.uowplatform.edu.au/mod/quiz/secured.php#lockdown Maps M Gmail VC-VINY UTTU TVE-VIL NINITE 6 Question 1.6 The cross section of an asymmetric wide-flange beam is shown in Figure Q1.6. The distance from the top surface to the centroid of the cross section is closest to: 70mm 115mm 25mm ed d out of g question Question 7 Not yet answered Marked out of Finish attempt Time left 3:0 O a. O b. 45 mm O c. 49.17 mm O d. 51.17 mm Question 1.7 The cross section of a T-beam is shown in Figure Q1.7. The moment of inertia (second moment of area) for the cross section can be calculated by: 11 Proctorio is sharing your screen. Stop sharing Hide 100mm Figure Q1.6 50.17 mm 60mm 115mm
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