SITUATION V:50 kN4 mB.5 m16. Compute the moment at B.a.-250 kN. mс. —350 kN.mb.-200 kN. m.d.-315 kN. m.17. Compute for the deflection at thefree end.5250b.3750а.13503EI3000с.d.-EL18. If the concentrated load is replacedby moment -420 kN.m., compute for themoment at B.b. 84 kN. m.d. -420 kN. m.a. 250 kN. mc. 300 kN. m.19. Compute for the deflection at thefree end.53505250а.b.3EI60007350C.d. -GE!-El SITUATION IV:A beam is shown below:100 kN/m70 kNA 2 m2 mB.5 m14. Find the deflection at the end if theroller support is removed from thebeam.So00а.3.4000C.3b. 1200d. 125015. Find the moment at B.a.-208.67 kN. mb.-231.85 kN. mC. -104.33 kN. md.-115.93 kN. m

Answered: Image /qna-images/answer/a595725b-9021-49ac-90a7-3d2a4ad695ab.jpg

SITUATION V: 50 kN 4 m B. 5 m 16. Compute the moment at B. a.-250 kN. m C. -350 kN. m b.-200 kN. m. d.-315 kN. m. 17. Compute for the deflection at the free end. 5250 b. 3750 а. 1350 3EI 3000 с. d.- EL 18. If the concentrated load is replaced by moment -420 kN.m., compute for the moment at B. b. 84 kN. m. d. -420 kN. m. a. 250 kN. m C. 300 kN. m.

SITUATION V: 50 kN 4 m B. 5 m 16. Compute the moment at B. a.-250 kN. m C. -350 kN. m b.-200 kN. m. d.-315 kN. m. 17. Compute for the deflection at the free end. 5250 b. 3750 а. 1350 3EI 3000 с. d.- EL 18. If the concentrated load is replaced by moment -420 kN.m., compute for the moment at B. b. 84 kN. m. d. -420 kN. m. a. 250 kN. m C. 300 kN. m.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the slope at point A and the deflection at point C of the beam shown by the conjugate-beam method. 180 KN -3 m- B 3 m- Hinge C I=2080 x 106 mm² D -3 m————5 m- E E = 200 GPa I= 1040x106 mm² 67.5 kl -3 m- F
answer this: determine the deflection at point D i knm3/EI
Determine the deflection at midspan of the structure Group of answer choices (-5wL^4)/384EI (5wL^4)/384EI (wL^3)/24EI (-wL^3)/24EI
For the ff. beams:a. Determine the location of the neutral axis from the bottom of the beam.b. Calculate IY.c. Calculate IX using the three approach. (The three approach) • combine the area using bh3/12 • minus the area using bh3/12 • using bh3/3
A rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8. 1. Compute the distance kd? a. 246.33 mm b. 353.67 mm c. 170.33 mm d. 302.33 mm 2. Which of the following gives the moment of inertia about N. A.? a. 4173.81 x 106 mm⁴ b. 3471.81 x 106 mm⁴ c. 4371.81 x 106 mm⁴ d. 4713.81 x 106 mm⁴ 3. Which of the following most nearly gives the maximum stress in steel in Mpa? a. 100 b. 110 c. 120 d. 130
Determine the deflection {using E = 200 GPa and I = 63450000mm to the 4th throughout each beam} for the following [at the free end for cantilever beams and at the midspan for simple beams & overhanging beams]: Please provide a solution using the Moment Area Method. B) a 4-m simple beam with 2 kN/m rectangular load throught the span and a concentrated load of 20 kN acting at the midspan
DET. THE VALUE OF P THAT WILL CAUSE DEFLECTION OF THE 150X220 mm BEAM EQUAL TO 32mm (AT POINT C) WITH THIS VAIUE OF P , WHAT IS THE DEFLECTION AT POINT B USE E=656Pa
1.What is the maximum intensity of moment for the beam loaded as shown? -20 KN-m -40 KN-m -80 KN-m -72 KN-m 2.What is the shear value at point just before C? 40KN 72KN 80KN 32KN 3.What is the shear value at point just after D? 80KN 72KN 32KN 40KN 4.What is the moment value at B? -72 KN-m -40 KN-m -20 KN-m -80 KN-m 5.What is the value of x, the additional point of zero shear from C? 3.0 m 1.6 m 2.67 m 2.4 m 6.What is the degree of curve in the shear diagram…
a. For the beam shown below, determine the slope at point C. E=15,000 MPa, I= 2x10^8 mm4. Use area moment method. a. 4. 124 degrees b. 3.784 degrees c. 1.439 degrees d. 2.106 degrees b. For the beam shown below, determine the deflection at point B. E=15,000 MPa and I= 2x10^8 mm4. Use area-moment method. a -90.453 mm b -73.248 mm c -53.876 mm d -87.876 mm c. Determine the maximum deflection from the loading shown below. E=15,000 MPa and I=2x10^8 mm4. Use area-moment method. a 45.67 mm b 54.98 mm c 73.25 mm d 67.94 mm
Determine the deflection at C of the beam given. If E=220 GPa and I=250×10⁶mm⁴. (Use Moment Area Method)
20 -In the cantilever beam in the figure, bar clearance L= 225 cm and single load acting on the free end of the bar P = 12 kN. The cross-sectional effects at point B will be calculated. Accordingly, the Moon on the fixed support at point A=? A) None.B) 27000C) 12000D) 0E) 9000
Before the load P was applied, a gap, ?0(2.75mm) existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ(5.5mm) and the reaction at B. (Hint: Use the method of superposition and beam deflections in Appendix A)