40 kN 25 kN 15 kN/m D 3m 10 kN/m 2m 1m 1m elect one: O a. 90 kN Ob. 70 kN Oc 42 kN O d. 50 kN

Q: n = 18 kN/m $i'= 40° c;' = 0 0,7m Qsi(net) B=0,6m . 0,5m L=1,2m Y2 = 16 kN/m³ $2'= 30°

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Q: 10 KN 15 KN 10 KN E. 0.9 m p.9m A B IF 1.2m 1.2m 1.2m 1.2m

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Q: 3. 5P (kN) P (kN/m) 2.7P (kNm) 50° 3m u. 2m 3m 3m

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Q: Hinge 9 m A 200 200 200 200 200 200 200 200 kN kN kN kN kN kN kN kN 10 at 9 m 90 m (c)

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Q: I0 KN 15 KN 10 KN E. 0.9 m C. 0.9m G IF 1.2m 1.2m 1.2m 1.2m

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Q: 250 kN 250 kN 250 kN B D E 0.9 m 0.9 m 0.9 m 0.9 m Fig. P8.5

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Q: 5 kN 5 kN 1m - 1m 1m 1m D 1m G 30° 30 B

A: Determine greatest value of P=?

Q: D 3kN 1.5 m C В Fig.Q1 2 m 2 m 4 kN

A: Free body diagram and reactions -  Due to symmetry of the forcesRASinθ = RC = 42 = 2KNHA = HC = 32…

Q: 4. Find HG 5 kN 4 kN 4 kN 3 kN 2 kN B D 3'm H 2m G - 5 m- -5 m- -5 m- -5 m-

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Q: d 8 kN -1.5 m 2 kN 30° 450. B 0.3 m 2 kN A 30° 18m 8 kN

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Q: 10 KN 15 KN 10 KN D. 0,9 m 0.9m A 1.2m 1.2m 1.2m

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Q: 10 kN 30 kN m A- B 15 m+15m 1.5 m-1.5 m--1.5 m-

A: Solution:- Resolving vertical loading: RA+RB=10 KN       Taking moment about point A:…

Q: 2KN 3KN >3.5 KN 3m 4KN 2.5 KN-M 1.S KN-M 3m 3m 2m

A: In the above assembly, Joint A is hinged so there will be two reactions one vertical(VA) and one…

Q: A) RA= KN, RB = KN 50 KN 20 KN/m 75 KN 15 KN/m 1m 1m В 3.00 m 1 m 1m B) RA = KN, Rg = KN/m 45 KN/m…

A: solution consider ∑Fy=0VA+VB=50+75+12×3×20+15×2=0consider…

Q: 20 kN 20 kN F -20 kN 3 m -40 kN E 3 m D 3 m -40 kN- C 3 m B -6 m- m-

A: To find the force in member EC ,DC and DA-

Q: 10 KN 15 KN 10 KN E 0.9 m 0.9m A G B IF 1.2m 1.2m 1.2m C.

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Q: 0.9 kN 0.9 kN 1.2 kN/m 0.75 kN/m ITI A B 0.9 m 1.5 m- 6 m

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Q: B) RA = KN, Rg = KN/m 45 KN/m 200 50 KN A 9.00 m Rg 3.50 m 150 KN-m 7.00 m

A: Given simply supported beam with over hang at the right end .

Q: cm high, the head was maintained constant at 30cm. In 38sec, Om³ of water were collected. Find the…

A:

Q: 1.5 kN/m D A 2m- -3 m 2 m-

A: Since you have posted a question with multiple sub-parts, we will solve the first three sub-parts…

Q: 5 kN/m D. 70 kN 70 kN 3 m 5 m 3 m-

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Q: 120 kN 120 kN 60 kN- 2 m G H 120 kN- 2 m F E 120 kN- 2 m D 120 kN- 2 m A -2 m- 4 m -2 m-

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Q: 10 kN 10 kN 15 kN/m E A -B C D FIm Im 2 m Im

A: Given in question is beam with loading and it has been asked to find support reactions and Shear…

Q: 3 m b ▬▬ 4.5 m PD=12 kN PL=24 KN с 3 m WD=7.3 kN/m W₁ = 14.6 kN/m d

A: Given :-  Steel Beam  W16×19 of 1992 PD=12 KN PL=24 KN WD=7.3KN/m WL=KN/m L1=3m L2=4.3 L3. =3m To…

Q: 100 kN F E 1. 100 kN - D 3 m 50 kN 2 m B + -6 m- 4 m- -6 m- 2.

A:

Q: |10 kN 10 kN 12 kN 4 kN/m 4 kN/m D E 2m 3m 5m 3m Figure 6.36 [R_ = 48 kN; R, = 16 kN; V = 26 kN,…

A: To find all parts

Q: 2 kN/m 1.5 kN 30° L--x B m 0.6 1.2 m 1.8 m 1.2 m m

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Q: SU KN 20 KN_C 30KN 30KN 20 KN 3m KD H G 4m 4m IC KN 30 KN

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Q: 10 ΚN 15 KN 10 ΚΝ D E 0,9 m 0.9m A B G IF 1.2m 1.2m| 1.2m 1.2m

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Q: A 3.6 m 40 kN/m 5m 88 KN B 56 kN-m 1.5m ● 1.5m 91 KN 2.4m 60 KN 1.4m. 7.3 m 74 kN/m D

A: Given- a continuous beam with different loading system.

Q: WD 26 kN/m W₁ = 20 kN/m = p= 5 m- 0.18f fy ANS This

A:

Q: 30 kN 60 kN 6 kN/m d. d /3 . R 36 kN R= 27.9 kN R 80.1 kN -3 m -3 m--5 m- -4 m-

A: To determine: Shear force diagram and Bending moment diagram of the given loading diagram.

Q: 10 kN 24 kN-m C A 1.5 m 4 m 2 m

A: To maintain equilibrium, the sum of vertical force acting on the beam is equal to zero.       ∈V =…

Q: A) RA= KN, Rg = KN 50 KN 20 KN/m 75 KN 15 KN/m 1m 1m A В 3.00 m 1 m 1m B) RA = KN, Rg = KN/m 45 KN/m…

A:

Q: 80 kN 25 kN/m 150 kNm A 2.0m 1.5m 1.1m -1.4m

A:

Q: 20 kN 20 kN 15 KN 15 kN B 13 5 12 26 kN -3 m--3m-3 m- -3m- -3 m-

A:

Q: 8 kN 8 kN 15 kN/m 20 kN.m A B D 1 m -0.75 m- m 0.25 m

A:

Q: 20 kN/m 60 kN 120 kN · m E A B C D - 2 m 2 m 2 m 2 m

A:

Q: 12 kN 6 kN 9 kN 4 kN 6 kN 2m 1m 1m E B | D - 1.5 m –1.5 m - – 1.5 m –1.5 m · –

A: first  calculate reaction RA+RE=4+6+12+9+6=37KNtaking moment at…

Q: 4 kN 20 kN 18 kN 4 kN/m A D 2m 6m 2m 2m 4m 2m Select one: O a. 17.51 kN-m O b. 10.46 kN-m О с. 12.73…

A: Given:-   Taking EI = Constant

Q: а. 60 kN 12 kN/m 200 kN · m , C Β Α Esm- -10 m-

A:

Q: 30 kN/m 45 kN-m B 1.5 m- -1.5 m- 1.5 m-

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Q: 20 KN 20 KN ACTIVITY 3 20 KN 10 KN/m 10 KN/m A PROBLEM 1 20 KN/m 10 KN/m C Compute the 10 KN-m 10…

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Q: 4 m 50 KN Fixed B A 777777 1 100 KN D C FA El, constant 2m 2m Roller

A:

Q: 200 kN 150 kN D 6m F A C Sm 5m

A: A loaded truss is given and it has been asked to determine roller support reactions which has been…

Q: Patm= lol. 3 KN h= 17 f = 1.23 Kg /m3

A:

Q: 20 KN 20 KN 2 20 KN 10 KN/m 10 KN/m PROBLEM 1 A B 20 KN/m 10 KN/m C D Compute the 10 KN-m 10 KN/m 10…

A: A system of beams is given and asked to find reaction at support ’L’, which can be calculated by…

Q: 4 kN/m EI 20 m ITTL EI 15 m hou 12 kN 8 m EI 8 m

A:

Q: 30, 75.50 kN 35 kN 225 kN.m Fixed 15 kN.m 10 kN Fosm + 1m 0.75m

A: Free Body Diagram

Q: 20 kN 30 kN 16 k N/ m 10 k N/ m 40 kN-m A В |C D E F -3 m - 3 m 2 m 8 m 2 m

A: Consider the free body diagram of the beam as shown below.

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land.  Zoning is done or can be understood with the help of a site plan.