40 kN- 60 kN D- B -6 m

Q: Situation 1. From the figure no 1, point A is supported by a hinged while C and D are supported by a…

A: Given: Required: Reaction at support C, D and A

Q: PROBLEM 01 REFER TO FIGURE 01, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE…

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Q: 5m C KN m 2 KN lm 2m 2m JKN 3. B

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Q: 60 kips 20 EX/ Analysis all member C G 20' F 60 kips 20 15' 30 kips 15'

A: All data is given in the figure belowneed to findforces in all member

Q: 1. Determine the Degree of Freedom of the following Structure

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Q: The copper shaft is subjected to axial loads shown below. Determine the displacement of end A with…

A: Displacement: - It is defined as the distance moved by any section with respect to its Centre of…

Q: 75 N/m 800 N - m B 8 m-

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Q: What is the maximum depth of rainfall in inches for 90 min rainfall intensity? Refer to the Table…

A: By doing cumulative for all the rainfall intervals we can find depth of rainfall for 90 min rainfall…

Q: 6 m B 6 m 40 kN 40 kN 4@ 6m

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Q: 700 N 450 N 300 N 30 60 B 1500 N-m -4 m -3 m Probs. 4-117/118

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Q: q kN/m 2 A EI 3 2EI El В 3 m 6 m 4. 4 m

A: To calculate moment distribution factor 1) find fixed end moment  2) calculate distribution factor…

Q: YD D 7 m В 2 m 2 kN

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Q: 5 kN 20 kN/m B A D -2 m- -3 m 1 m

A: Step 1

Q: PROBLEM : For the beam shown below, do the following: 1. Find the reactions; 2. Find the shear and…

A: "since you have posted a question with the multiple  subparts , we will solve first three for you as…

Q: Draw the shear and moment diagrams of the following beams by semi-graphical method. Write the shear…

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Q: SET 1: 100 kN w = 40kN/m lc 5m Зт р 3m A 8m OB 10m THREE MOMENT EQUATION METHOD 2) Considering…

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Q: 10 kN 80 kN/m В A D 4 m 1 m'1m

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Q: 840. For the system of pulleys shown in Fig. P-340, determine the ratio of W to P to maintain…

A: To determine the ratio between the weights of P and W to maintain equilibrium.   Given, The pulleys…

Q: Q2/ Find all the reaction ABCDEF? 30KN 10kN/m 20 kN/m 20kN/m Ex 1.5m 2m 2m 1m 3m

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Q: REFER TO FIGURE O1, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE…

A: CGAC=BFAB46=BF3BF=2 mAF=AB2+BF2     =32+22     =3.605 mSimilarly, FG = 3.605 mLoad on AF = 5×3.605 =…

Q: A constant head orifice from a tank feeds water into a flume (open channel) 5m in length and 500 mm…

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Q: Design the beam. The beam dimensions is limited to 400mm by Gromm - fy = 415 Mpa, fc²= 28 Mpa.…

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Q: The three-hinged trussed arch shown in Fig. 5-12a supports the symmetric loading. Determine the…

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Q: |Sy³e-Wdy

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Q: Q2: For the beam shown in Fig.(2), find the reaction forces at supports A and B?

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Q: Problem 5. Moment at point C 6k 12 k A B 5ft 10 ft O +210KN-m O +220KN-m O-210KN-m 1220KN-m

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Q: 5 kN/m |A |C B 3 m D. -2 m- 2 m- -2 m-

A: Finding out forces at C.

Q: Draw the shear and moment diagrams for each member of the frames shown below.

A: Given Data  Draw shear force and bending moment diagram.

Q: P4-1. In cach case, determine the momeht of the fotoe about point O. P4-2 mom

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Q: B 2m 4m H C 3m 4m 200KN D 4m 4m G F 4m 400KN E Find member CD, DG and FG

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Q: Determine the approximate axial forces, shears, and moments for all the members of the frames by…

A: Given: A frame with loads as shown below Required: To calculate axial forces, shears and moments of…

Q: Draw SFP 2010 ↓ →→ 2m a *16 Im Tom 3m 320kNm 2 kN/m 7777 2 m & uis рокнут 5kw/m I'm علا 618 20 kN/m…

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Q: KN 80 kN.m -4 m- 100 kN. A 90 kN -3 m- -6 m B +2m- -2 m- 75 km

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Q: A) Determine the sag yB of B. B) Determine the sag yD of D.

A: Given : Determine : Sag Yb of B ? Sag Yd of D ?

Q: Answer D and

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