F L 30 F L A E L L L L В D M

Q: 0.8 1 0.8 m 0.8 m D 0.6 m E 1.2 m 1.2 m y F 1.2 m

A:

Q: W 30 A.

A: given:

Q: 200 kN 40 kN/m z (m) 1 2.5

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

Q: 20 KN/m 10 KN/m 學 2.00 1.70 1.30

A:

Q: F= 600 N F = 800 N 45 60° 13 12 F = 650 N

A:

Q: A I 1.77 m 410 N.m 3 0.63 m 2.14 KN 80° 0.13 m 0.13 m

A: F1 = 2.14 kNF2 = 1.22 kN To - Determine:- M = kN-mR = i+j kN

Q: Q10: o ( stress ) is defined as: b: a forces per unit are a: strain c: change of length d: a force

A: Explaining stress.

Q: 120 mm 600 mm 10-N 4N Fig. 5 600 mm 4N

A:

Q: What are the V and M diagrams? Thanks! 50 kN 125 kN 50 kN B C D A E -0.5 m 0.3 m 0.4 m 0.2 m

A: As per the guidelines of BARTLEBY we are subjected to solve only one question at a time. Please…

Q: Q2. Find IED E30- 50 20 (B 40 R= 20 T+-20-i40- y E - 20-4 İ40H-20- İx

A: Consider the given figure. The moment of inertia of the area ACDE about ED is given by…

Q: 20 KN 10 KN 10KN/m 15KN/m 10 KN/m B. 1.00 1.00 2.00 1.00

A:

Q: Q/ The force in the member (CA) is 12m 50 ку. 10 points 5m 16x

A:

Q: 330 mm 220 100 mm mm 800 N 75 mm 200 N 10 1200 N

A:

Q: 125 mm 175 mm D -225 mm- 75 mm 150 N Fig.3

A: Answer: (a) The tension in cable ABD is 195 N. (b) The reaction at support C is 216.33 N at an angle…

Q: 120 mm 60 mm 90 mn D 80 mm C 45 mim 480 N

A:

Q: R(A)sin30 R(B)si R(A) 400lb R(B) DN 45 R(B)cos45 45 B 30 60 R(A)cos30

A: Given Data→ Beam

Q: M т 12 ksi + 6 ksi

A: σx=Normal stress in x-direction=-12 ksi→Normal stress in x-direction is compressive stress.σy=Normal…

Q: H G 60 E D 7 kN 7 kN 9 kN 6m 6m 6m 6m

A:

Q: J G, L J, G. 42 ect one: (1 1.-1 1

A:

Q: 400 N 3 m A, 8 m 4 m D 1200 N

A:

Q: FIGURE 1 60 kN B 0.75 E F :1.00 1.00. 1.00 25 kN

A:

Q: Shear stress has units:

A: The units of shear stress are like the units of any other type of stress. The unit for shear stress…

Q: Cl 3. F (9001) O 0 P d DO

A:

Q: 21:00 M E f docx.2

A:

Q: 15 kN 25 kN 20 kN C В D 1 m 0.8 m 0.3 m 30 kN °0.4 m

A: Q7.35 Given: Load at A (P2)=15kNLoad at C (P1)=25kNLoad at D P3=30kNLoad at E (P4)=20kN

Q: W= 75 Ib W= 150 lb W= 75 Ib R.

A:

Q: 7kN m 5 kN/m |C B D = 3m to D/2 D/2 12KN

A:

Q: P P =e{80/RT)(h-hi) R pi || =

A:

Q: 0.75Mg at exactly E; 600 Ibs. at 45°N of E; 4,000 dg at 85°E of N; 90 tons at 15°W of N; 350 gallons…

A:

Q: Find the force of the rods AB, AC, BC and BD. 20 N 30 N В 4m 4m 4m 4m 4m 4m A 4m E

A:

Q: 2 kN 50 mm 5 kN• m D 80 mm B C 1.0 m 1.0 m 1.0 m

A:

Q: Evaluate each of the following and express with SI units having an appropriate prefix: (a) (50 mN)(6…

A:

Q: 15 KN 10 KN 10 KN 20 KN E A 5.0m

A: To determine the support reaction at J.

Q: 25 24 L= 1460 mm 200 N 1100 mm B 960 mm- 3.

A: Force acting in x direction due to the 500 N is F1x=5002425=480 N Force acting in y direction due to…

Q: Which of the following nearly gives the W = 200 kN W = 400 kN 1m DI 2 m B. 5.6 m

A:

Q: 100 kN/m 150 KN E (m) 5 7 10

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

Q: 2 KN 20 20 5 KN X 45° D F 2 KN

A:

Q: S.1/25p) Aşağıdaki şekilde görülen konsol kirişin A noktasındaki mesnet tepkilerini belirleyiniz?…

A:

Q: 13 fesalve the loa horizantat and each of ne followin a) 22° ) 78° cJ 132

A: Please find the solution below.

Q: the disc, r = . .mm isc = T r2 s of the disc, h = 10.5 mm %3D he disc, m = 803 g s of the…

A: Given

Q: RB 50KN bm 100 KN 4m B 4m

A:

Q: إذا كان هناك حاجة لعزم دوران )لحظة( .P تستخدم الكماشة لإمساك نهايات أنبوب الحفر \ \ Q4: ((A و التي…

A: Note: As per the guidelines we will answer the first question for you, for the rest of the question…

Q: From the figure below, choose the correct answer of the following 6 kN 5 kN 3KN30° 13 0.2 m 4. A В…

A: Given: A beam is simply supported and point load acted at a different point.

Q: 47. The value of 1 mm of Hg is equal to А. 1.333 N/m2 В. B. 13.33 N/m2 C. 133.3 N/m 2

A: Given pressure head in mm of Hg is

Q: 3.5 m 30° B Q0000

A:

Q: F126KN 180KN 26 -3m 1.5m 48 65° 145KN V165 KN

A: Drawing the system of force as shown below – Let us take point A as an origin of the coordinate…

Q: E D 1 m A F F 1m 1 m

A:

Q: P A 20⁰ 35° Q

A:

Q: 600 N 300 300 F E 120 N-m 60° 60 G 200 400 200

A:

Q: t A Cable 2m 75 N B 2m C 30

A:

Conservation of Energy

In physics, the rule of the conservation of energy states that energy doesn’t disappear from the atmosphere; instead, it changes its form from one type to another. Energy is one of the most important physical quantities in nature, and it cannot be created or destroyed — only transformed.