Problem 2-25 points Find the slope and deflection at the mid-span of the beam shown using...
Using Conjugate Beam Method, Determine the Deflection and slope at mid-span of a simply supported beam, as shown in figure Using Conjugate Beam Method, Determine the Deflection and slope at mid 40 kN 60 kN
Problem 4 Use the conjugate beam method to determine the slope and deflection at point B of the beam shown. E- 29,000 ksi. I-3,000 in4. 2 k/ft 30 ft
Problem 3: For the beam shown find the slope and deflection at point B and C 100 KN 300 kN-m 6 m E = constant = 70 GPa 1 = 500 (106) mm Problem 4: For the beam shown find the deflection at point B and the slope at point A 80 KN 12 m 12 m E = constant = 200 GPa I = 600 (106) mm
structural analysis 2- Determine the slope and deflection at mid span 25 kN/m 1. D #m-- -В 1-3 m +- -10 m- El = constant E = 200 GPS 1 - 500(106) mm
A) The internal span CD on a continuous beam is deflected as shown (Figure 2) as a result of loads on other portions of the beam, where L = 25 ft , α = 0.75 ∘, β = 0.35 ∘, E = 2.9×104 ksi , and I = 1500 in4 . There is no vertical deflection at either end. What is the internal moment at D? M_D B)The end span EF on a continuous beam is deflected as shown (Figure...
3. A simply supported beam is loaded as shown. Determine the maximum deflection of the beam, and slope at A. Use any of the three methods: 1) double integration, 2) moment-area, or 3) conjugate beam 5k 5K (20) DJ E = 29x10° psi I = 600 in4 klokt kloft * loft &
QUESTION 7 22 points (Slope-Deflection) Problem 7. Using Slope-Deflection Method, write all equations using numeric standard decimal values. for calculations (Not Fractions) when known or able to be calculated necessary to solve for the MOMENTS and SLOPES in each span. The support at "A" SETTLES DOWNWARD 0.2 ft. El is constant Assume support at "A" is foed, support "C" is fixed and "B' is a roller. DO NOT SOLVE for the internal moments (22 points 4 kipit 27 36 Ft...
Figure 2 shows a simply supported beam and the cross section at mid span. The beam supports a uniform service (unfactored) dead load consisting of its own weight plus 1.4 kips/ft and a uniform service (unfactored) live load of 1.5 kips/ft. The concrete strength is 3500 psi, and the yield strength of the reinforcement is 60,000 psi. The concrete is normal-weight concrete. For the midspan section shown in Figure 2, compute фМп and show that it exceeds Mu. WD 1.4...
5. Determine the mid-span short-term deflection of a simply supported beam with the section shown in Figure Q5. Design data: Concrete strength: fcu 30 MPa. Area of tensile steel reinforcement: As 1500 mm Area of compressive steel reinforcement: A,-1500 mm2 Instantaneous static modulus of elasticity of concrete = 25GPa. Span -8.0 m Loading: Dead load 5.0 kN/m (uniformly distributed load); Live load 5.0 kN/m (uniformly distributed load) (Hint: the height of neutral axis of the mid-span section under the service...
Question Using the slope deflection method find all the span moments of the frame shown below. Draw the bending moment diagram. 3 kN/m B 5 m 10 kN 2.31 5m 20 m 20m 16 m K