4G9:29 AM0.0KB/s 7ºexpert.chegg.com/expert= CheggTime remaining: 00:09:10Civil Engineering1. F1 = 324.56N @32.34 deg S of WF2 = 152.58N @18.33 deg N of WF3 = 500lbf @47.85deg. S of E2. F1 = 54.28lbf due to NorthF2 = 148.88N due to SouthF3 = 28,052,582.78dynes @33.3 deg. Northof WestF4 = 211.69N @42.4 deg. South of EastFind the X-component, Y-component, Degree,and Resultant.AnswerSkipExit

Answered: 1. F1 = 324.56N @32.34 deg S of W F2 =…

Engineering

Civil Engineering

1. F1 = 324.56N @32.34 deg S of W F2 = 152.58N @18.33 deg N of W F3 = 500lbf @47.85deg. S of E

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A steel column of ISHB 350 @72.4 kg/m is subjected to a factored axial compressive load of 2000 kN.…

A: Given data- Factored loa=2000 kNBearing capacity of concrete=0.45×20=9

Q: 15. Compute the resultant of the three forces shown in the figure. A. 894.32 N B. 836.90 N C. None…

Q: Q1.Determine the net area of angle given in figure 2.10, if 20mm diameter fastener are used. L…

A: Given: Fastener Diameter = 20 mm Hole diameter = 20+2 =22 mm Calculate net area of angle

Q: e bloch has a velaca ty 9 velbc scaty 4- arms at A ard a Veloaity Up= 15 m/s as it parser point B on…

Q: 1: Knowing that the forces values given (a) as: F1=270 N, F2=150 N, F3=130 N, F4=25 N, 1)Determine…

A: Given,F1=270 NF2=150 NF3=130 NF4=25 Nθ=angle made by F4 with the verticaltherefore,sinθ=513 and…

Q: Problem 1 The continuous beam shown in the figure is fixed at both ends A and D, and supported by…

Q: 1. By the moment-are a m ethod fin d the slope and de fle c tio n at the free end A of the cantile…

A: Given data W=270k/ft L2=7ft L2=8ft

Q: For the beam shown below, where: L₁=6 m L2=2 m q=19 KN M=18 KN.m Compute the rotation at A in…

A: The given beam is statically determinate beam and can be analyzed using the equations of…

Q: Determine: The location of plastic neutral axis form the top edge of the flange in mm.

Q: Compute the resultant of the concurrent forces shown in N. P1 = 144 N, P2 = 326 N, P3 306 N, 01 = 11…

Q: A a1 h B D S H1 R.Lof Q = R.L of A + h + H2 H R.Lof Q = H.I of A + s + H1 R.Lof Q = R.L of A + R.L…

Q: 17.6:Find the collapse of point & of the rod given in the figure using the conservation of energy…

A: To find Collapse point & of the rod?

Q: Group A D1 = 130 mm S=0.8 D2 = 6 mm h1= 45 mm Weight of mass = 6 kg Weigh Piston D₁ 04 What is the…

A: GIVEN : D1=130 mm D2 = 6 mm h1 = 45 mm W = 6 kg S = 0.8 ρ =1000 kg/m3 To find :…

Q: 1. Using DIM, solve for: P = 108kN a. Ymu (mm) b. A (rad) Use E = 200 GPa. 165 kN A 1m B 2m 1m CD 2m…

A: Given, E=200Gpa=200 kN/mm2 P=108kN We need to apply Double Integration Method to find out…

Q: indicated to the horizontal neutral axis. The girder is also supporting a mass of 5000kg 30kN 20kN…

Q: Why answers dont match if I use this formula for hf

A: Given data: L1=L2=1000 ftQ=4.75 cfsd1=18 inC=120hf=27 ft

Q: | ZAO O "l zain IQ 10/10 find the strain( €) in x-axis only. if Poisson ratio=0.25, E= 200 .GPa 14…

A: Given data Loads Area of cross sections Modulus of Elasticity Poissons ratio

Q: Experimental, Values, N Trials Computed Values, N Percent Error RA .6659kg 6.5258 N 6.5333 N 0.11…

Q: 30 KN lokN/M 2m -2m 6m VA To find the nipport reations, let us apply the equeilibrium of equation 4…

Q: The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B…

Q: 10 kips 3 ft 2 ft| 3 ft 8 ft – 3 kips/ft E B A с D C

Q: For the section W10x60 , and Fy350 ksi , then My and Mp will be respectively:

A: Solution: The correct option to above question is option 1. i.e Mp=3730 and My=3335 k.in

Q: For the frame shown below, where: L-5 m q=6 kN/m P=17 KN Compute the displacement at D in mm…

Q: Locate the mayimum dre lecti on and solve OF the Area beam E- 2900 o ksi : Use momnt Method.

A: Calculating the Bending moment diagram of the beam than calculate the maximum deflection:

Q: From the figure, determine R.L of Q from A? al B #2 D S R.Lof Q = R.L of A + h + H2 R.Lof Q = R.L of…

Q: FIGURE Pu in KN Wu in kN/m including beam weight L in meters 400 As=2500MM? units for dimension in…

Q: [p = [SN5 +40]°, 0 = [SN +30]°, F₁ = 10[SN₂ +50] N, a = [SNg +46]°, B = [SN, +61]°, F₂ = 10[SN10…

Q: Ag= 2700mm2 Q1.Determine the net area of angle given in figure 2.10, if 20mm diameter fastener are…

A: Fasteners are utilized in the development business to join at least two articles together in a…

Q: EXAMPLE (1) A circular bar having 200 mm² area is subjected to axial loads as shown in Fig .Find the…

Q: Use the Virtual Method to determine the PROBLEM #1 displacement of point C and slope of point D of…

Q: Assume that wo = 66 N/m, L = 3 m, and El is constant for the beam. Find the deflection of the beam…

Q: Using DIM, solve for: Ymax (mm) b. Өл (rad) а. 200 IT 50 P (kN) 80

A: For Macaulay's method, Section should pass through udl and should include all the loads acting over…

Q: solve by ues method of joint

A: ##Calculation of member forces of truss using Method of joints###

Q: Question: Why there Instead me Moment and explain A R value 2m @B 2.4P of what 10.2 kN/m 2m 1 circle…

Q: 3 A bar of 30 mm diameter is subjected to a pull of 60 kN. The measured extension on gauge length of…

A: 8. Given:- P=60kN L=200mm change in length =0.09mm To find:- poisson's ratio and threee modulus of…

Q: Q5: Results from liquid and plastic limit tests conducted on soil are given below. No. of blows, N…

A: As per our guidelines we are supposed to answer only one question. Kindly repost the other questions…

Q: 1. xsin L dy = y sin ²+ x. x dx 2. xy' =y+2xey/x, 3. (x2 - 3y? ).dx + 2xydy = 0 untuk.x = 2, y = 1

A: Given:-

Q: 1394 400 500 Determine the location OF CEntoid (xbar and ybar) of the lompusite body 7am the Y-axis…

Q: Ruteral strain =-2x103 inginudinal rain =5X105 Retermine fporson's rati

A: Given data- Lateral strain = -2 × 10-⁵ Longitudinal strain = 5 ×10-⁵

Question

4G
9:29 AM
0.0KB/s 7º
expert.chegg.com/expert
= Chegg
Time remaining: 00:09:10
Civil Engineering
1. F1 = 324.56N @32.34 deg S of W
F2 = 152.58N @18.33 deg N of W
F3 = 500lbf @47.85deg. S of E
2. F1 = 54.28lbf due to North
F2 = 148.88N due to South
F3 = 28,052,582.78dynes @33.3 deg. North
of West
F4 = 211.69N @42.4 deg. South of East
Find the X-component, Y-component, Degree,
and Resultant.
Answer
Skip
Exit

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Should the moment at ED be 256.95? and i am not seeing you calculate that moment at E
Determine the BODu and k values for the following data usibg the fujimoto method
*?From the figure, determine R.L of Q from A al b h B a2 D S H1 H2 R. Lof Q = R.L of A +h+ H2O R.Lof Q = H.I of A + s + H1 O R.Lof Q = R.L of A + R.L of B +H1 O R.Lof Q = H.I of A + H1 + h O R.Lof Q = R.L of A + s + H2O
Determine the maximum deflection 8 in a simply supported beam of length L carrying a uniformly distributed load of intensity wo applied over its entire length.
Please answer this is statics of rigid bodies.
3. Determine and plot the Center of Gravity. Then Check whether the computed CG is correct. 17" 49" 30" 9" 11" C- 40 b D- 70 Ib E- 70 lb A- 201b B= 15lb Item Weight Arm Moment A B 2 3 D 4 E 5. ТОTAL Checking Item Weight Arm Moment 9. B. 10 11 D. 12 E 13 ТОTAL 69
please solve and answer the following
Can you explain why for a. ha is 0.26 when it is not stated there and hb 2.4 when it should be 2.4+h-0.26
A al From the figure, determine ?R.L of Q from A D Н1 H2 R.Lof Q = H.I of A + H1 + h O R.Lof Q = R.L of A + h + H2O R.Lof Q = R.L of A + R.L of B +H1 O R. Lof Q = H.I of A+ s + H1 O R.Lof Q = R.L of A + s + H2O E
Q2: 1.2 D.L x l.6 L.L Mu A: Find the maximum value of (p) that can be applied to the beam shown. Use f. =21.7 MPa and fy = 350 MPa (WD.L is included the self-weight of beam). %3D b hy P Wu =7 kN/m D.L 2028 A 500 mm 4028 250 mm -7.5 m-
What is the wieght of slice 3 in the figure below? a. 2353 kN/m b. 3780 kN/m c. 3920 kN/m d. 3969 Kn/m
Figure Q3 shows an overhead crane truss supported by pin and roller supports at point A and E. The truss is subjected to forces of 20 kN, 30kN and 20 KN acted at joint G, H and I, respectively. The cross-section area for the truss member is 2000 mm? and the Young's Modulus for all truss members is 250 kN/mm?. As a structural engineer, you are responsible to ensure the overhead crane truss is safe during maintenance works. Therefore, the crane is additionally supported by roller support at joint C. Calculate reaction, R. at support C (assume the unit load acting downward)? (a) (b) How do you present the new data on internal force for member BC when overhead crane has additional roller support at Joint C?