Part 2 Cuta cross-section through the beam and draw a free body diagram to the left of the cut. Determine an expression for Mx). Check your epression by calculating Matx-3.7 m. Mx)

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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A beam is loaded and supported as shown.
(a) Use the double-integration method to determine the reactions at supports A and B.
(b) Draw the shear-force and bending-moment diagrams for the beam.
(c) Determine the deflection in the middle of the span.
Assume w = 11 kN, L = 7.4 m and El - 6.9 x 104 kN-m2 is constant for the beam.
V.
L.
Transcribed Image Text:A beam is loaded and supported as shown. (a) Use the double-integration method to determine the reactions at supports A and B. (b) Draw the shear-force and bending-moment diagrams for the beam. (c) Determine the deflection in the middle of the span. Assume w = 11 kN, L = 7.4 m and El - 6.9 x 104 kN-m2 is constant for the beam. V. L.
KN
kN
6 55
Cuta cross-section through the beam and draw a free body diagram to the left of the cut. Determine an expression for Mx). Check
your expression by calculating M at x- 3.7 m.
Part 2
M(x)
Answer
Mx-
kN-m +MA
Se for Later
Attempts: 0 of 1 used Submit Answer
Part 3
The parts of this question must be completed in order. This part will be availahle
POFG
Transcribed Image Text:KN kN 6 55 Cuta cross-section through the beam and draw a free body diagram to the left of the cut. Determine an expression for Mx). Check your expression by calculating M at x- 3.7 m. Part 2 M(x) Answer Mx- kN-m +MA Se for Later Attempts: 0 of 1 used Submit Answer Part 3 The parts of this question must be completed in order. This part will be availahle POFG
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