0.9 kips 1.8 kips 1.8 kips 0.9 kips B C 9 ft E F G 12 ft 14 ft→14 ft→ 31.5 ft 8 ft's t

Q: 15 ft – 15 ft 15 ft 5 kips 5 kips 9 kips |A J 8 ft K F I Bo E H.

A: Vertical force applied at pont D on the truss = 5kips Vertical force applied at pont G on the truss…

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

A:

Q: (12) What is the value of F? (A) 7.53 N; (B) 8.03 N; (C) 8.53 N; (D) 9.03 N; (E) 9.53 N.

A: 12. According to the given data, Pressure is similar for both cylinders. Therefore,

Q: F = 375 Ib F = 500 Ib B. 8 ft 6 ft 5 t- 30 F = 160 lb

A: given cantilever beam as shown below

Q: E 600 mm B Rigid P. 80 mm 160 mm 80 mm

A:

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: 0.2 mm Alüminyum d=50 mm E-70 GPa a=23.10 1/C Oe-50 MPa Bakır d-40 mm Bakır Alüminyum E=100 GPa…

A: Bakir length = 400 mm diameter (d) = 40 mm youngs modulus (E) = 100 GPa coefficient of thermal…

Q: 10 kN 5 kN 3 kN/m F C D E 3 m 1 m 4 m 3 m 1 m

A:

Q: Stress is directly proportional to strain within the proportional limit is Boy's Law 2 Hooke's Law…

A: Relation between stress and strain is given by Hooke's law. According to that law, Stress in the…

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

A:

Q: Select from the list below the equation that represents the applic ag = a4 + a × rB/A – W²TB/A• B 3…

A: Given:

Q: 75 mm D. 1.5 m E F B 2 m 150 mm 5 deg 2 deg 4 deg 1.5 deg 1 deg 3.5 deg

A: Write the twist angle of point A respect to point B.   φA/B=φA-φBφA-φB=3°…

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

A:

Q: Determine the force in each member of the truss shown by the method of joints.

A: The free body diagram of the truss can be drawn as, Calculate the angle α. Calculate the angle β.

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: 60 lb A 15 14 65 1.2

A:

Q: 1 GPa is O a. 1x 106 N/mm² O b. 1x10° N/cm² O c. 1x106 kN/mm² O d. 1x103 N/mm²

A:

Q: -20KN/m 10kN/m 2 m -5kN 3 m A B 2 m 2 m

A: Data given -  Two udl of 20 kN/m & 10 kN/m

Q: 100 mm- 11.5 mm 7.5 mm N A 225 mm 11.5 mm (a)

A:

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

A:

Q: 6) Modulus of Elasticity has a unit of  a. Mpa b. Nm c. Nm2 d. N

A: Basics of unit Units.

Q: F 1000 lb y 500 lb 45° 30°

A:

Q: 60 lb A 15 14 65 1.2"

A:

Q: Computing the lengths in feet corresponding to the following distances measured with Gunter's chain:…

A: Gunter's chain properties: Length = 66 ft, (20.1 m) number of links = 100 each link length = 7.92…

Q: 6 ft y 9 + B E 4 ft- D H -4 ft 4 ft K +ft- G 3000 lb 1000 lb X

A: Given: Force applied at point H: →FH=3000 lb    (in downward direction) Force applied at point G:…

Q: The material has a specific weight y= 61 lb/ft (Eigure 1) Figure K 1 of 1> 0.25 t 0.25 ft 2 ft 0.5…

A: Given data: γ=61 lb/ft3 Need to determine the moment of inertia of the wheel about an axis which is…

Q: Im 35 N/m 2m 30 N Im в 85 N 100 N.m 60 2m 2m 0.5m 1.5 m

A: Mechanical Equilibrium: A body is said to be in mechanical equilibrium if it satisfies the following…

Q: 5 example of chemical hazard 5 example of physical hazard 5 example of erginimic hazard 5 example…

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: 18 kN 3 B 25 kN 8m DE 6m D 10 kN Figure 1

A:

Q: 8 kN 6 kN/m А С 1m 4 m 3 m m E.

A: Calculating the reaction at the support,

Q: Which of the following calculated values are in engineering notation? A. 24500 x 10² mm² B. 1123.73…

A: GIVEN DATA- Some notation given We have to select which notation is engineering notation

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

A:

Q: L = 3 m Lotfen birini seçin: a 98.48 mm D. 120.04 mm C 150.92 mm d. 175.14 mm . 142.02 mm

A:

Q: F 105° 60° 45° 300 lb 60° 400 lb 200 lb

A:

Q: 180 b 150 b 220 b 3 ft 100 Ib 240 lb 3 ft E 10 ft 10 ft 10 ft 10 ft 383 (C) O 725 (C) O 286 (C) O…

A: Option a is correct

Q: 12 KN 2.5 KN/M 介介企 A 12 m B 4m

A: A beam is defined as a structural member subjected to transverse shear load during its…

Q: E= 103 GPa E = 75 GPa E= 190 GPa 0.8 mm 150 mm 100 mm 300 mm Bronze Al Steel

A: Stress produces in the material due to changes in temperature is known as thermal stress. Condition…

Q: Determine the force in members EH, and GI of the truss shown. (Hint: Use section aa.)

A: Given data: Determine the force in the members 1. EH member 2. GI member

Q: 60 21.65ft 30 2000lbf 50ft 50ft

A:

Q: 12.5kN 25KN 25KN 25KN IF 12.5kN 3.0m 1.0m E

A: Given:- A structure with given loads on different members.

Q: а. 2.14 b. 1.75 с. 0.58 d. 1.36 e. 0.97

A: given:

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

A:

Q: 15 ft 150 Ib 35 5ft 2 ft 250 Ib 25

A: