Consider the beam shown in (Figure 1). EI is constant. Use the conjugate-beam method. Suppose that M = 28 k ft, and EI is in k. ft². igure 4 ft 6 k 6 ft <1 of 1 B Express your answer using three significant figures. 8c = 170 Submit Part C IVE ΑΣΦ | 241 vec X Incorrect; Try Again; 6 attempts remaining Ac = Previous Answers Request Answer Submit Determine the displacement at C measured upward. Express your answer using three significant figures. Enter positive value if the displacem negative value if the displacement is downward. IVE ΑΣΦ ↓1 vec ? Request Answer k-ft² EI ? k.ft³ ΕΓ

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Consider the beam shown in (Figure 1). EI is constant.
Use the conjugate-beam method. Suppose that
M = 28 k ft, and EI is in k . ft².
Figure
M
4 ft
C
6 ft
1 of 1 >
Determine the slope at measured counterclockwise from the positive x axis.
Express your answer using three significant figures.
c=170
Submit
VAΣo↓ vec
Part C
X Incorrect; Try Again; 6 attempts remaining
Previous Answers Request Answer
Submit
Determine the displacement at C measured upward.
Express your answer using three significant figures. Enter positive value if the displacem
negative value if the displacement is downward.
IVE ΑΣΦ
Request Answer
?
vec
k-ft²
EI
?
k.ft.³
EI
Transcribed Image Text:Consider the beam shown in (Figure 1). EI is constant. Use the conjugate-beam method. Suppose that M = 28 k ft, and EI is in k . ft². Figure M 4 ft C 6 ft 1 of 1 > Determine the slope at measured counterclockwise from the positive x axis. Express your answer using three significant figures. c=170 Submit VAΣo↓ vec Part C X Incorrect; Try Again; 6 attempts remaining Previous Answers Request Answer Submit Determine the displacement at C measured upward. Express your answer using three significant figures. Enter positive value if the displacem negative value if the displacement is downward. IVE ΑΣΦ Request Answer ? vec k-ft² EI ? k.ft.³ EI
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