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Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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![Item 3
3 of 5
>
Replace the distributed loading by an equivalent resultant force and
couple moment acting at point A. suppose that wi = 4 kN/m and
w2 = 7.5 kN/m . (Figure 1)
Part A
Determine the equivalent resultant force.
Express your answer to three significant figures and include the appropriate units. Enter positive value if the force is upward and negative value if the
force is downward.
μΑ
?
FR =
Value
Units
Submit
Request Answer
Part B
Determine the couple moment.
Figure
1 of 1
Express your answer to three significant figures and include the appropriate units. Enter positive value if the moment is counterclockwise and negative
value if the moment is clockwise.
HA
W2
(Mr)A =
Value
Units
w,
Submit
Request Answer
3m-
3 m
Provide Feedback
Next >](https://content.bartleby.com/qna-images/question/00f4bf60-6e1f-4bcc-a33a-3d3875499c9e/fad2b499-be46-4cc8-b52d-ba6f9ff3f35f/bwp2d5v_thumbnail.png)
Transcribed Image Text:Item 3
3 of 5
>
Replace the distributed loading by an equivalent resultant force and
couple moment acting at point A. suppose that wi = 4 kN/m and
w2 = 7.5 kN/m . (Figure 1)
Part A
Determine the equivalent resultant force.
Express your answer to three significant figures and include the appropriate units. Enter positive value if the force is upward and negative value if the
force is downward.
μΑ
?
FR =
Value
Units
Submit
Request Answer
Part B
Determine the couple moment.
Figure
1 of 1
Express your answer to three significant figures and include the appropriate units. Enter positive value if the moment is counterclockwise and negative
value if the moment is clockwise.
HA
W2
(Mr)A =
Value
Units
w,
Submit
Request Answer
3m-
3 m
Provide Feedback
Next >
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- Figures 1 shows a statically determinate beam under distributed loading conditions where C is the constant. 9(x) = C ² L A В R A. a) Determine the resultant of the distributed load where C is constant. L R = [q(x)dx = Hide steps (Your score will not be affected.) Answer:arrow_forwardConsider the beam shown in (Figure 1). Take P = 2 kip and w = 1.9 kip/ft. Point E is just to the right of the 2-kip load. Follow the sign convention. Figure -6 ft D -6 ft W B 4 ft E 4 ft 1 of 1 > C Determine the normal force at point D. Express your answer in kilopounds to three significant figures. ND = Submit Part B V|| ΑΣΦ ↓↑ vec 5 VD= Request Answer Determine the shear force at point D. Express your answer in kilopounds to three significant figures. ——| ΑΣΦ ↓↑ vec ? ? kip kiparrow_forwardInclude fbd and explanation. Thanksarrow_forward
- For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 6.9 × 104 kN·m2 is constant for the beam; w = 6.4 kN/m, LHA = 3.0 m, LAB = 6.0 m.arrow_forwardPart A The beam is subjected to a uniform dead load of 1.4 kN/m and a single live load of F = 35 kN . Assume A is a pin, and B is a roller. Follow the sign convention. (Figure 1) Determine the maximum bending moment created by these loads at C. Express your answer to three significant figures and include the appropriate units. (Mc)max = 130 kN-m Submit Previous Answers Correct Correct answer is shown. Your answer 130.2 kN.m was either rounded differently or required for this part. Part B Determine the maximum positive shear at C. Express your answer to three significant figures and include the appropriate units. Figure 1 of 1 (Vc)max = Value Units 6 m 6 m Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remainingarrow_forwardThe beam shown in the figure is supported at roller A and pinned at B and has a uniformly distributed loading w= 53 kN/m over 1.5 m from the left-hand end and moment loading M = 53 kNm at 1.5 m from end B. Determine the shear force at a section from the left-hand end of the beam X = 3.0 m. Input your answer as a value only in kN to one decimal place and without +/- sign. w kN/m M kNm B X -1.5 m- A- -1.5 m -1.5 m-arrow_forward
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