15.45M 16.19M 13.25M 13.33M 13.13M 14.40M 12.97M 14.53M 13.82M 10.75M 10 44M 10.31M 10 29M 1287M 12 46M 13.22M 13.48M 13 42M 6 0OM

Q: fc' Mpa 20.1 fy Mpa 335

A: fc' = 20.1 Mpa fy = 335 Mpa

Q: *The R.L, of the point A which is on the floor is 100 m and backsight reading on A is 2.455 m. If…

A:

Q: KN 4m 上 4m 100 t Kat 200

A:

Q: Line Distance AB BC CD DE EF FG 62.56 29.49 65.07 41.14 43.70 26.74 Forward Bearing N 81-02-05 W N…

A: Given: LINE FB BB AB N 81-02-05 W S 79-26-30 E BC N 08-16-07 W S 13-18-15 E CD S 87-34-45 E…

Q: 2000 KN 400 kN/m 200 kN/m mm sn -10 -10 m For the beam loaded as shown, what is the location where…

A: It is asked to determine For the given beam and loading, the location of zero slope from the right…

Q: Station BM3 0+00 1+00 2+00 3+00 TP1 4+50 5+50 6+00 6+70 BM4 BS 2.3 --- --- --- 2.45 --- --- ——— ---…

A: gievn :  ELEVATION OF BM1 = 305.3   B.S AT BM1 =2.3  CHANGE POINT =TP1  B.S AT TP1 =2.45  F.S AT TP1…

Q: 9- Calculate the direction of closing error for the following data. Line Length (m) Latitude…

A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: TRIAL 2: COUNTERCLOCKWISE DIRECTION: No. of Full Partial Tape Length of Line Perimeter Line Length…

A: In surveying, traverse measurement is one of the works that is always done by the chain measurement…

Q: Compute the DPD of each lines (AB, BC, CD, DE, EF, FA)

A:

Q: Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60 S7-59E DE 753.40 S80-00W EA…

A: Given:-

Q: COURSE DISTANCE (m) BEARING AB 105.67 N 30.15° E BC 126.15 N 74.18° E CD S 40.31° E --- DE 127.77 S…

A: A closed traverse ABCDEFA is given in which length of CD and bearing of FA is missing and it has…

Q: 4. Convert 150 o to radians 5. Convert 5. 64 rad to degrees G. Convert 2 2. 6 78 ° TO degrees,…

A:

Q: he diagram below shows a rigid body ABC held in equilibrium by a ball-and-socket joint at A and…

A:

Q: The equivalent sound power level (in dB) of the four sources with the noise levels of 60 dB, 69 dB,…

A: given- noise levels-60 dB69 dB70 dB79 dB

Q: 10 - convert angle 1.497 rad to degrees a) O 850: 55:48" b) 269o: 48':55* C) 850: 48':S5“ d) 269o:…

A: The conversion of radian to the degree is done by multiplying the factor 180π,

Q: 20KN 60KN 10KN/m 2mA 5m 6m 2m 4m A B) D E 2. 51 21

A:

Q: P D le E Loading status in figure q = 4 kN/m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m.…

A: To find normal force at E

Q: 5) Convert the following angles to the sexagesimal system: 23 grad 75.245 grad 151.83 grad

A: sexagesimal system 100 grades (or. 100g) = 90 degrees (or 90°)

Q: 20 - If the actual length of a 30 m tape is 30.015 m.what is the error in measuring 85m distance…

A: given data,actual length=30mtape length=30.015mdistance=85mcorrected distance=M+Em   →1)Em=E1×M30…

Q: What is the back azimuth of a line has an ?azimuth 327°

A: Azimuth=327o

Q: Tabulate the computed values accordingly. Length, Calculated Bearing LATITUDE DEPARTURE UNE +N -S +E…

A:

Q: Lines Bearing Distances(m) АВ N 60-30 W 68.75 ВС N 80-30 E 125.90 СА

A: Given data in question  Bearing  Distances  Closed Traverse  To find out  Angle  Distance  Note…

Q: Refer to Figure below. Point loads of magnitude 500 KN, 750 KN, 800 KN, and D00 KN act at A C. E,…

A: We will use boussinesq equation.

Q: A load P will be supported by a structure consisting of a rigid bar ABCD, a polymer [E = 2,300 ksi;…

A: ##Calculate the normal force in.     bar 1 when rigid bar ABCD connected to bar 1 and bar 2 due to…

Q: Complete the table using compass and transit rule. Length Bearing 495.85 N 05°30'E STA Departure…

A:

Q: 6. Find Ix, ly, radii of gyration and product of inertia. Ø200 y Ø150. 300 300 Ø50- 50 50 300

A:

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0+ 00 3.0 + 10 2.3 TP1 3.13 0.64 0 + 22 + 30.5 + 34. 2 + 39.3…

A:

Q: 9- Calculate the direction of closing error for the following data. Line Length (m) Latitude…

A: The relative closure error or accuracy or precision of the traverse is calculated as AE/(AB+BC+CA)…

Q: Yuemo Point B-S 5-S1 [S 1.165 A 13 C D 6 1.598 1.12.5 1250 1.150 097 H-I/Ele 150m

A:

Q: Corners Adj. Lat Adj. Dep АВ 80.20 -40.10 ВС -40.13 -36.82 CD 70.18 50.40 DE -30.14 30.36 EF 60.16…

A:

Q: Find the full supper elevation of road and the angle of supper elevation if the radius of road 400m…

A: Given: The radius of the road is 400 m. The width of the road is 12 m. The car speed is 45 km/hr.

Q: 610 A 25 B 53.18° k 151 GR MAG 80 k 201 MBA+MAB (25) (12) for b 16.6671 न 20 Мос How did this value…

A: The below structure is shown;

Q: *The R.L, of the point A which is on the floor is 100 m and backsight reading on A is 2.455 m. If…

A: Using formula

Q: Given PLat 8+ 272.311, A = 24°24 20", and R = (midordinate), and the stations of the BC and EC. 500…

A:

Q: P.I.(Station 2 + 990) Elevation = 52.30m Elevation 52.30m H ga = -3.4% Elevation of HP- gi = +3%…

A: Elevation of PI = 52.30m g1 = +3% g2 = -3.4% L2 = 282.65m L = 563.30m

Q: The following data were obtained from a falling head permeability test in the laboratory on Martin…

A: The given data is shown below: Sample height=4.5 in.

Q: THE MAGNITUDE OF THE RESULTANT O TOTAL MOMENT ACTING ON POINT "A" TOTAL MOMENT ACTING ON POINT "B“ ο…

A:

Q: 29°27 310SN 10c

A:

Q: 2000-8", C = 100 El. 300.0 4000-16 C-100 EL 280.0 S000–10" E C-130 El. 230.0 20,000-12 C- 90 El.…

A: Estimate of pressure head at E = 250' ( other values can also be assumed, based on the assumed…

Q: The R.L, of the point A which is on the floor is 100 m and backsight reading on A is 2.455 m. If the…

A:

Q: FIND CENTROID (C.4.) FIND Ix WIZX40 A-1して in Ix307m W12X40 WT 6X20 A- 5.84 エ14.イm ye1.09 im. WIZX40…

A:

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.