Determine the resultant of the concurrent forces in KN below. F1 = 222KN, 01 = 59° F2 = 689 KN, 02 = 68°, F3 = 482 kN, 03 = 26°. Writenumerical value only with 2 decimal places0₁Fx03e!+ Y821+YF₂A Force of F = 224 lb is directed in the figure with 8 = 28 degrees.Determine the y component of the force in lb. Input only the numericalvalue with 2 decimal places.Fy+ X+ X

Answered: Image /qna-images/answer/778d6c42-7320-45c2-b7c0-055054a88cbc.jpg

Determine the resultant of the concurrent forces in KN below. F1 = 222 KN, 01 = 59° F2 = 689 KN, 02 = 68°, F3 = 482 kN, 03 = 26°. Write numerical value only with 2 decimal places LL 0₁ 03 میرا +Y F₂ Fy + X

Determine the resultant of the concurrent forces in KN below. F1 = 222 KN, 01 = 59° F2 = 689 KN, 02 = 68°, F3 = 482 kN, 03 = 26°. Write numerical value only with 2 decimal places LL 0₁ 03 میرا +Y F₂ Fy + X

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

See similar textbooks

Related questions

Q: A 13 mm diameter tensile specimen has 50 mm gauge length. If the load corresponding to the 0.2%…

A: Given data- Dia d=13 mm,Length L=50 mm,load for 0.2% offset=6800 kg. To Find- The yield stress.

Q: MA Att VA a L W -b VB M₂

Q: #1 Classify each of the following trusses as statically determinate, statically indeterminate, or…

A: As per bartleby guidelines, only 1st question among multiple questions posted need to be solved.…

Q: Determine the displacement at B. 12 m I 80 kN B E= constant = 200 GPa I=600 (106) mm* 12 m 21 C

A: E=200 kN/mm2 I=600 * 106 mm4 To find displacement at point B

Q: siy eterminate, or statica gree.

A: For truss SI=m+r-2j SI<0. unstable SI=0. Determinate SI>0. indeterminate

Q: Determine the maximum deflection of the beam W L

A: Given data in question UDL = W kN/m Lenght = L Simply supported beam To find out Maximum…

Q: When an unconfined compression test was conducted on a cylindrical soil sample, it failed under an…

A: Given- confining pressure σc=σ3=0,deviator stress σd=σ1=120 kN/m2,Angle of failure plane…

Q: Med 4 m 100 KN B 1.5 my1.5 m 12 kN/m 5 m Figure P4.6 √EBO روک os 64+/ A

Q: Does the use of a CAD system eliminate the need for trial sketches and other preliminary placement…

A: CAD is the latest technology to design any form of structure. There are so many benefits of this…

Q: 1 S.30 12' 56"E. 71° 22' 12" 2 140° 30' 30" 102 45' 10" 4 5 111 13' 56" 6

Q: Problem. An 8-meter simply supported beam is loaded with concentrated loads as shown. If the weight…

A: Given diagram, We have to find out the followings (i) Reaction at supports (ii) SFD and BMD (iii)…

Q: A trapezoidal beam w/ top width = 250mm, and bottom width = 350mm has a depth of 550mm. it has a…

A: Given: Section: Top width = 250 mm Bottom width = 350 mm h = 550 mm cover = 65 mm d = 550-65=485 mm…

Q: Part A Determine the smallest radius r of each spherical balloon that is needed to lift the boat.…

A: Given : To find : rmin and m ?

Q: 11.89 A ball is thrown so that the motion is defined by the equations x = 5t and y = 2 + 6t - 4.912,…

Q: The following subtended angles were read on a 2m long subtense bar using a theodolite. Compute for…

Q: Analyze using flexibility Method 2K/H 2 кун нигде 12 A pom To Dsi O = 1 ** B FI=Constant

Q: A.Calculate the average rainfall (mm) over the area given in the figure using Theisen Method.( the…

A: Given values: Cell size = 500 m * 500 m Consider the given area and value of precipitation in each…

Q: 7. Referring to figure 4, determine the X component of force P=260kn along the X-Y axes which are…

Q: express each measurement in feet.60 inches

Q: Slenderness ratio of a 5 m long column hinged at both ends and having a circular cross section with…

A: GIVEN :- Length of Column , L = 5 m Diameter of column , D = 16 cm = 0.16 m Column is hinged at both…

Q: A soil has a liquid limit of 25% and a flow index of 12.50%. If the plastic limit is 15%. Compute…

Q: lok 10k 7' 6' 7'A Mmax= Amax=

Q: e 5

A: Given data- Thick of floating piece = 40 in Depth of ice sink= 2 in Weight of polar bear at…

Q: need really fast pls

A: To find:- centroid from top flange

Q: Provide

A: Give QQ=1km3yr=1×(103)3365×24×60×60m3s=31.7097m^3s

Q: Current Attempt in Progress (Buoyancy, force on plane surface) A cube, 3.2 ft on a side, weighs 3000…

A: Given data: Cube = 3.2 ft weight of cube = 3000 lb height of tank = 10.8 ft width of wall = 8.4 ft…

Q: 1. Consider the given coplanar nonconcurre system below. Determine the following: a. Summation of…

A: coplanar - concurrent forces are those which lie on the same plane and they are passing through the…

Q: Determine the reactions of the structure, given that X= 7 ft. 10 kips F -x-₂ X 5' The magnitude of…

Q: Draw the influence lines for the members: BC, HG, CG, and CF, for the truss shown in Fig. 1.

A: Place a unit at A only and determine the forces in member BC, HG, CG and CF. Place unit load at B…

Q: What is the difference between earthquake magnitude and earthquake intensity? Also how is the…

A: Earthquake Magnitude- Earthquake magnitude measure the size of earthquake . Magnitude remains…

Q: 4. TITI 10' 20 kips 10' 1 max = Ama Max =

A: Given data:-

Q: 1. All level should have a minimum frequency of sampling for drinking water for physical and (How…

Q: A flow distribution network is shown in Figure B. Use Darcy's Weisbach equation to calculate the…

A: Assume the distributed flow: Total inflow is equal to total outflow.

Q: A solid cylindrical pine (S = 0.50) spar buoy has a cylindrical lead (S = 11.3) weight attached, as…

Q: 2-20 Determine the reactions on the beam: Ik/ft 10k 12k 5St HILT 4ft 4ft 4ft. fle 3K/ft

Q: According to Francis Ching, what is an interior elevation? An orthographic projection of a…

A: Francis D.K. Ching was a registered architect and a well known Professor Emeritus at the University…

Q: A steel bar 100 mm long is subjected to a tensile stress o. If change in length of bar is 0.05 mm…

A: Given data- Length L=100 mm,change in length ∆L=0.05 mm,E=200 GPa, To Find- The value of stress…

Q: 3 12 kN/m C A 15 kN/m 10 m D Figure P4.7 5 5 m 6 m

Q: View Policies Current Attempt in Progress A 1-m-diameter cylindrical mass, M, is connected to a 2-m…

Q: 5.2: Draw the influence lines for the shearing force and bending moment at point B and the shearing…

Q: 1. Give at least 5 importance of engineering utilities for civil engineering students and explain…

A: Since multiple questions are asked. Therefore, as per the guidelines only the first part will be…

Q: 20ft P= 20K Mmax= A max =

Q: a) A rectangular lot was measured using a 30 meters metallic tape which was 5.0 mm too long. The…

A: From the given question it is required to calculate the actual area of two different rectangular lot…

Q: determine the new level h of the water.

A: This question is from buoyancy topic of civil engineering.

Q: год I KLF Мmax = Am max=

Q: Determine the specific gravity of soil solids, G,.

A: Given, Dry unit weight = 11.51 KN/m3 Unit weight of water = 9.81 KN/m3 Assume,…

Q: A soil having a void ratio of 0.50 has a specific gravity of 2.70. Compute the effective unit weight…

Q: Current Attempt in Progress A 1-m-diameter cylindrical mass, M, is connected to a 2-m wide…

A: To find out the required value of M. Where, B = 2 m H = 2.5 D = 1m

Q: Explain E-waste and tell its mix proprtion of cement aggregate and e waste as percentage and also…

A: Hi !Thanks for submitting question.But we do not provide solutions in mos word or excel.The suitable…

Q: 2. What is the moment of Inertia of the following cross section. Please give the moment of inertia…

Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

Determine the resultant of the concurrent forces in KN below. F1 = 222
KN, 01 = 59° F2 = 689 KN, 02 = 68°, F3 = 482 kN, 03 = 26°. Write
numerical value only with 2 decimal places
0₁
Fx
03
e
!+ Y
82
1+Y
F₂
A Force of F = 224 lb is directed in the figure with 8 = 28 degrees.
Determine the y component of the force in lb. Input only the numerical
value with 2 decimal places.
Fy
+ X
+ X

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 2 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

As shown in the figure, aluminum rod AB and steel rod BC, hinged to rigid supports, are pinned together at B to carry a vertical load P = 6000 lb. If aluminum rod has a cross-sectional area of 0.60 in.² and E = 10 × 103and steel rod has 0.50 in.² and E = 29 × 106 each rod and the horizontal and vertical displacements of point B. Assume α = 60° and θ = 30°. ksi, psi, compute the elongation of
For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 5.6 × 104 kN·m2 is constant for the beam; P = 40 kN, LAB = 3.9 m, LBH = 3.9 m.
2. (CASTIGLIANO'S THEOREM) Determine the vertical displacement of point B of the beam shown below. E= 200 GPaI= 150(10) mmsP= 15.4 kNQ= 6.4 kN/ma = 6 m
T (Shear force) and M (Bending) for the system whose loading condition is given in Figure 1.Draw the moment diagrams. Calculate the deflection (vertical displacement) at point B in mm using Castigliano's Theorem. The beam bending stiffness (EI) is constant along the bar and its value is 50 000 kNm2. q=1,4(kN/m) a=8(m) El=50000(kNm2)
(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.
Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4
Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P. a.) 1187.5 KN b.) -1687.5 KN c.) -1187.5 KN d.) None of the Above e.) 1687.5 KN
Using forced method of analysis, determine the reaction of supports from the beam shown in the figure. EI is constant. Possible Answers: Ay=698/27 kN (Upward) By=1484/27 kN (Upward) Cy=518/27 kN (Upward)
The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B and C Assume I = 800 x 106 mm4 and E = 70,000 MPa. W1 (kN/m) = 25 F (kN) = 50 S (mm) = 15 If there is a settlement of S at the support C, solve the following: 1. Slope at B, in radians 2. Slope at C, in radians 3. Reaction at A, RA in kN 4. Moment at A, MA in kN-m 5. Reaction at D, RD in kN 6. Moment at D, MD in kN-m
determine the resultant of the forces : A = 800N at 40degrees , B=600N at 160degrees and C=200N at 300 degrees
. A beam with the thin-walled cross section in the figure is subjected to a shear force ?=20000lb. (The wall thickness is not shown to scale.). Assume that the thickness of the section isconstant. (a) Determine and sketch the distribution of the shear flows on the flanges and the web.(b) Determine the location of the shear center on the symmetrical line. Point ? is the center ofthe web.
determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places