DRAW CLEARLY AND NEATLY USING PENS THE LOAD DIAGRAM, SHEAR DIAGRAM AND MOMENT DIAGRAM (including the degree of the curve) WITH COMPLETE SOLUTION IN DETERMINING THE VALUES. Click to add text ● 45KN 3KN/m CA 2m 7.5KN/m B 4m 90KN 1m

Q: Problem 31: Determine maximum slope and maximum deflection for a simply supported beam of span 6m,…

A: First we summarise the given data : Span = 6 m point load = 60 kN To Find : Determine the max.…

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Q: 2. Draw the influence lines for the support reactions and bending moment and for the shear and…

A: ##Calculation of ILD for Reactions at Supports and SF and BM at section      1-1###

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Q: 12. [AD] Use the method of virtual work. (El is constant) 13. [AD] Use the method of Castigliano's…

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Q: Find CD, EF, AF, AB 15 ft E F B CO с 15 kips H OD +12 ft 12 ft-- 12 ft-12 ft-12 ft- I'll edit this…

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Q: 15 ft E A F B G Cað С 15 kips H OD -12 ft-- 12 ft-12 ft-12 ft- +

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Q: 2. Determine the horizontal and vertical at joint C using the Castiliagno’s 2nd Theorem.

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Q: B 6 kN/m 3 m C

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Q: A soil has percentage air voids of the order of 30%. It has a porosity of 0.2. The air content…

A: Given that :- Percentage air voids = na = 30% = 0.3 Porosity = n = 0.2 To calculate the air content…

Q: 60 kN 200 kN.m O-B 12 kN/m Ic

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Q: Question A hollow circular shaft has an external diameter of 120 mm and internal diame the stresses…

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Q: 2. Determine all of the reactions on the beam using Three Moment Equation. Provide free body…

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Q: Question A hollow circular shaft has an external diameter of 120 mm and internal diameter 60 mm. if…

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