14.2 112.5 110.4 108.1
Q: Question Completion Status: Question 3 Using Double Integration Method (DIM) with origin taken at…
A:
Q: Magnetic Magnetic Magnetic Declination Declination Bearing in 1905 in 1905 today S 46° 12 " W 5°52'…
A:
Q: Calculate SFD for the following beam
A:
Q: From the figure shown, determine the following using Area-Moment Method 750 kN/m А 0.80 m 1.50 m…
A:
Q: 1. Compute and adjust the following set of closed-loop level observations: Pt BS HI FS Elev BM A…
A: To compute and adjust the closed loop level.
Q: Q2: To estimate error ratio in a level instrument, the following reading were taken in meters. If…
A: Hi! Thank you for the question. As per honor code we are allowed to do only three sub-parts at a…
Q: Compute the adjusted deflection angle at station D as shown. Station Deflection Angles A 30° 26 00"…
A: Given, There are total 7 stations and at each station deflection angles vales are given. When we…
Q: 1. Deflection angles: A = 28° 25' 00" (L) B = 68° 03' 30" (L) E = 108° 13' 30" (L) F = 16° 50' 00"…
A: The traversing is drawn according to the given angle Here are some assumption The deflection along…
Q: Use Virtual Work Method to calculate the deflection at C for the frame shown in the accompanying…
A: Given:- EI = 50 x 103 KN-m2 By virtual method Δ=∫MmdxEIΔ=Deflection at a particular pointM=Moment…
Q: Ac and Ap. 20KN 30KN E = 200,000 MPa I = 9 x 107 mm4 to 3m 2m 2m Fig.P15.3
A:
Q: Use Virtual Work method to solve for the slope at joint F, horizontal deflection at joint at F, and…
A:
Q: COLVE USING SLOPE DEFLECTHON EQUATION NOTE : ITHAS JOINT TRASLATION
A:
Q: A PIPE 2.95m Long+ DETERMINE THE FREQUENCIES OF THE FIRST THREE HARMONICS IF THE PIPE IS OPEN AT…
A:
Q: 1. Deflection angles: E = 108° 13' 30" (L) F = 16° 50' 00" (R) G = 110° 00' 30" (L) A = 28° 25' 00"…
A:
Q: Find the deflection angle from the following observation AB=N42°20' E BC=N 30°00'E * O 12° 20'L 12°…
A: Given Data: Bearing of Line AB N 42o20'E Bearing of Line BC N 30o00'E
Q: 10. Determine the value of the minimum moment of inertia (I min), using the Mohr's Circle, given the…
A:
Q: The angular velocity of the left disk is given as a function of time by o, = 4+0.2t rad/s. (a) Find…
A: Given -
Q: The angular velocity of the left disk is given as a function of time by wA = 4.7 + 0.16t rad/s.…
A:
Q: Q#15: The following is the data relative to observed stations made on vertically held staff with a…
A: Constant of instrument = 100
Q: Question 3 of 22 Refer to the beam shown, 75 60 kN/m kN/m # 2m 4m 3m 90 kN.m A B C D For the beam…
A: Given Data:Span AD= L=9mUvL on span BC=75kN/mUDL on span CD = 60kN/m
Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…
A: Given data Angle at A for line AB (θAB) =N42°20'E Angle at B for line BC (θBC) = N30°00'E Find…
Q: Q.5. For the beam shown below analyze by using Moment Distribution Method? El=1 x 10 kN.m² 15kN A 2m…
A: Solution: Moment Distribution Method: Fixed end Moment: Span AB: MBA = 15 x 2 = 30 kN Span BC:…
Q: 785 mm -19.7 mm 33.5 mm- 384 mm- Built-up Section Typical Section Ix = 4200 x 10° mm ly = 315 x 10°…
A:
Q: Calculate the interior angles from the following :observations Line PQ QR RS ST TP Bearing S 37° 30'…
A:
Q: Ifr=h(4h3 – 5), find the percentage error inr ath=1, if the error in h %3D is 0.04.
A: Equation, r = h( 4h5 - 5 ) h = 1 error in h = dh = .04
Q: Q4. Observing angles in both faces will eliminate the effects due to the non-perpendicularity of the…
A: The errors that can be eliminated
Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…
A:
Q: Fy=20.00 B Fx=10.08 3.0 m A D 4.0 m 3.0 m
A:
Q: Compute the adjusted deflection angle at station D as shown. Deflection Angles 30°26'00" L 66°02'30"…
A:
Q: Moment distribution method Analyse the following beam using moment distribution method Draw the net…
A: Solution: Fixed end moment: Span AB: MFAB=-Wl8=-50×48=-25 kNmMFBA=Wl8=50×48=25 kNm Span BC:…
Q: Adjust the angles of triangle ABC for the following angular values and weights: (Please check the…
A: Given:- A- 80°14'04", wt= 2 B- 38°37'47", wt.= 1 C- 61°07'58", wt.= 3
Q: The deflection at the free end of a uniformly loaded cantilever of length 1m is 7.5 mm. What is the…
A:
Q: Question 1 Listen For 0° < 0 < 360° ,find the angles that satisfy the equation cos(0) = 0.2857 Round…
A: ● solution:- b) As we can see that the values are given like:- cos @ = 0.2857 And @ value should…
Q: DEFLECTIONS IN BEAMS USING MOMENT AREA METHOD: Given the beam, determine the following: For simply…
A:
Q: ROUTE LENGTH OF OBSERVED OBSERVED ADJUSTED ADJUSTED SIDE FORWARD BACKWARD FORWARD BACKWARD BEARING…
A: Route Length Observed Forward Bearing Observed Backward Bearing Adjusted Forward Bearing Adjusted…
Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…
A: Given data in question Bearings To find out Deflection angle
Q: Convert the following. Express answer in degrees, minutes. Bearing Azimuth S28°41'E 72008' N06 35'E…
A: The azimuth angle is the angle measured clockwise from any reference meridian. They vary form 0…
Q: A = 2000sq.mm, E = 200000MPa, Determine
A:
Q: 1. Compute the adjusted deflection angle at station D as shown. Deflection Angles 30°26'00" L…
A:
Q: Change the following astronomic bearings to magnetic bearings for a 4o31'E magnetic declination: a)…
A:
Q: Calculate the interior angles from the following observations: Line PQ QR RS ST TP O O O Bearing S…
A: Draw the rough sketch of the traverse. Then using properties of geometry the internal angles can be…
Q: DIRECTION/S: Choose the correct answer on your answer sheet. SITUATION 1. For Items 1-2. 15 kN/m 150…
A:
Q: In the figure A, B &C are three known points (control) on the shore. We are to determine the…
A: According to situation let us consider vessel is at position 'O'
Q: SITUATION 13: For Items 47-50. 47. Determine the rotation at point B. a. 2.709° (counterclockwise)…
A:
Q: Please calculate for D and please explain how to input the angle 2°54'13'' in the calculator. D =…
A:
Q: At what speed do the relativistic formulas for (a) lengthand (b) time intervals differ from…
A: Suppose L is the original length. So, the change length (L') can be calculated as, L'=L-1% of…
Q: s . ( a ) How
A: Given data Velocity=12m/s
Q: If the accuracy of positioning the probe described in Problem 5 is plus or minus 5.0 mm, compute the…
A:
Q: Q13-A carpenter has been hired to construct a sign for a pet grooming business. The plans for the…
A:
- once answered correctly will UPVOTE!!
Step by step
Solved in 2 steps with 2 images
- For a moist soil, given the following: V G = 2.66. Determine: a.Dry unit weight b. Void ratio 0.25 ft3; W = 30.75 lb; w = 9.8%; and C.Volume occupied by waterFor a moist soil, given the following: V = 7.08 x 10^-3 m^3; W = 136.8 x 10^-3 kN; w = 9.8%; Gs = 2.66. Determine: Dry unit weight Void ratio Volume occupied by waterThe moist unit weights and degrees of saturation of a soil are given below degree of saturation moisture unit weight 50 16.64 75 17.73 1. determine the saturated unit weight in kn/m3 2. determine the unit weight of soil in in kn/m3 if s = 13%. round off to two decimal places 3. determine the unit weight of the soil in in kn/m3 if s = 69% round off to two decimal places
- For a soil, given e= 0.75, w= 22%, Gs= 2.66, calculate the moist unit weight of soil in lb/ft3.The porosity of soil is 0.35 and Gs = 2.69. Determine the following:a) Saturated unit weight b) Buoyant unit weightc) Moisture content when the moist unit weight is 17.5 KN/cu.m.The porosity of a soil is 0.33. Given Gs = 2.63, determine:i) Saturated unit weightii) Moisture content when the moist unit weight = 18.7 kN/m3
- The moist unit weight of a soil is 105 lb /ft3. Given that w = 15% and Gs = 2.7, determine a. Weight of water, in lb/ft3, to be added to reach full saturationFind the wet unit of a soil with a dry unit weight of 18.25 kN/m³ and a moisture content of 21% and a void ratio of 0.52. a. 22.1 kN/m³ b. 19.6 kN/m³ c. 23.9 kN/m³ d. 17.2 kN/m³the dry density of a soil is 1760 kg/m3. Given Gs=2.66, wht would be the moisture conntent of the soil when is saturated
- 3) For a given moist soil, given that volume = 33m3; mass = 33kg; moisture content = 10%; Gs = 2.7, calculate the following: a. Moist density (kg/m3) b. Dry density (kg/m3) c. Void ratio d. Porosity e. Degree of saturation (%) f. Volume occupied by waterFor a moist soil, given that Volume = 5660 cm3; Mass = 10.4 kg; Moisture content = 10%: Gs = 2.7. Calculate the following:a) Moist density (kg/m3)b) Dry density (kg/m3)c) Void ratiod) Porositye) Degree of saturation (%)f) Volume occupied by water (m3)Situation 11 - The moist unit weight and degree of saturation of a soil are given in the following table. Degree of Saturation (%) Moist Unit Weight (kN/m^3) 50 16.64 75 17.73 Determine the unit weight of the soil in kN/m3 if s = 13%. Round off to two decimal places.