M 1 fl-kip 10.00 f ww0.5 k -10.00 - B -5.00 ft- 1.0 kips

Q: mins. and (p)r-02m.

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Q: Find redundant NBD. Bar areas are 5 in-except diagonals are 2 in. (Ans: NBD = -33.3 k) P12.9 %3D 50…

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Q: Find headlight sight distance and intermediate sight distance for V=70kmph. (Hint: f=0.36,t=2.5 s,…

A: Since Head Light Sight Distance is equal to the Stopping Sight Distance, SSD As per IRC,…

Q: elev. PL200n 0.936 t 6% - 3'%. PC elev. 118m PT 50m

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Q: Student No. 1 Line S-1 Line S-2 S-3 S-4 Student No. 2 S-1 S-2 S-3 S-4 Direction (deg-min-sec) Angle…

A: Given : Direction of station in Quadrantal system.

Q: Moment CD choices: -9.17kN-m -13.39kN-m -15.56kN-m -18.01kN-m Moment at A choices -49.51kN-m…

A: Using slope deflection method  In above given structure, there are three unkown ( θB , θc and ∆ )

Q: Q3 Find AZ nd Brg for side (AB, BC. CD, DE, EF) if you kaow the direction as fullow: AB-N 50E…

A: Azimuth: Azimuth is the direction measure in degrees clockwise from the north on an azimuth circle.…

Q: STATION B.S. F.S. ELEV. (m) BM1 9.08 150 BM1 9.08 TP1-L 12.24 3.73 ΤΡ1-Η 10.10 1.60 TP2-L 11.04 2.21…

A: Given data in question  Back sight  Fore sight  Elevation of BM To find out  Elevations Note I have…

Q: If you know the distance between the road centerline (source of traffic noise) and receiver was 10m…

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Q: 4. Length of offset from long chord is equal to a)R-V R²-X² b) v R-X²-(R-M) c)) √ R²-X² -(R+M) d) v…

A: A curve of radius R  TO FIND :  length of offset from long chord

Q: AST A 1 r 20kN/m 4. N०६ 730° 50kn Im 2m 3m B r Ax. Ay, Ey.. S.F.DB.M.D. - S.F.D X->Hm B.M.D -I'm…

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Q: Station B.S. 71cm H.I. F.S. Elevation 100 BM1 Remarks TP1 TP2 66cm-72cm 32cm-37cm 185-189.5 291-294…

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Q: 4. Length of offset from long chord is equal to a)R-v R²-X² b) v R--X-(R-M) c)) √ R²-X² -(R+M) d) v…

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Q: S-1 Line S-2 S-3 S-4 Student No. 4 S-1 S-2 N 29°53'21" W N 21°23'01" E N 61°6'01" E N 4°50'01" W…

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Q: Station BM1 TP1 B.S. H.I. F.S. Elevation Remarks 71cm 66cm-72cm 32cm-37cm 100 185-189.5 ТP2 TP3…

A: HI = ELEVATION +BS ELEVATION = HI - FS

Q: On Sheet C-3, highlight the PROPOSED contour line 700

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Q: Station B.S. 71cm Н. F.S. Elevation Remarks BM1 100 TP1 TP2 ТРЗ 66cm-72cm 32cm-37cm 34cm-36cm…

A: We will use Height of instrument method  HI = RL of that station +BS of that station RL  = HI of…

Q: q kN/m 2 A EI 3 2EI El В 3 m 6 m 4. 4 m

A: To calculate moment distribution factor 1) find fixed end moment  2) calculate distribution factor…

Q: STATION BS HI FS ELEVATION Sta A |: 25 500. 06 m TP 1 l.24 2.48 TP 2 go18 ТР 3 ト96 2177 TP 4 (. 50…

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Q: 90ヒN B. >12-2m1 30 -3m-

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Q: 1- Length & Bearing of DA using opposite calculation. 2- X, Y co-ordinates of all stations If the…

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Q: Which of the following is a loop? FO C.

A: Option (c)- AE Option c is the correct answer.

Q: Continuation from Question no. 3: Determine the horizontal reaction at C. B 76.33 KN 75.33 KN 74.33…

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Q: The top of the tower signal at B 2000 m away from A was sighted through a transit with a recorded…

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Q: II BM TP3 IV ТР, H-44.889 m Point No. Rod readings h/m Reduced Backsight Foresight Rise Fall…

A: GIVEN DATA:-

Q: Draw the shear and bending moment diagrams for the beams below. Label all key points. 1. Support A…

A: KINDLY NOTE: As per our guidelines, we are supposed to answer the first question, unless specified…

Q: Example Replace the force and couple system shown by an equivalent resultant force and couple moment…

A: Replace the force and couple system shown by an equivalent resultant force and couple moment acting…

Q: + Q3) A leveling staff setup on point R of elevation (-8.79 m), is observed from point A ,where the…

A: Introduction:- Reduction level:-The Reduced Level is the vertical distance between the survey point…

Q: Еxample 5. In Line AE AN Quad. Calculated bearing Azimuth tan-1(A E/ AN AB 110 170 AC 200 -120 AD…

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Q: Use E... b Draw the longitudinal section ( profile) of the leveling process if vou know that the…

A: Longitudinal profile is constructed to understand elevation as well as horizontal distance between…

Q: 6) Determine the magnitude of the maximum shear force on the inclined member. 7) Determine the…

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Q: A closed traverse has the following data: Course Bearing Distance 1-2 N9.27deg.E 58.7m. 2-3 S 88.43…

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Q: PROBLEM 4 A truss is loaded with nodal force at C as shown TOS-003. If the truss members have…

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Q: Im H bm Im Im ++ 24 kn ↓ ↓12k/n ↓↓↓↓↓↓ ДА BO Hmy Am fmt FIND: kay Rby + V max +M max - Mmax

A: Given that :-Required that :-

Q: Problem 5. Moment at point C 6k 12 k A B 5ft 10 ft O +210KN-m O +220KN-m O-210KN-m 1220KN-m

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Q: 400k 150KN ↓ ↓ x2m 3m 6m Im B 2 3m 80kN/m be را رارات 7m 10m PLEASE HELP! ASAP!!! Vertical Reaction…

A: Solution by using Slope Deflection method: Fixed end moment: Span AB:…

Q: SUN 6) mid aupport defter 100 N/m Determine the and the overhang detection if: 2 E= 200 GPa 1- 1350…

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Q: Determine the force of all members using METHOD OF JOINT. Answer in 3 decimal places only. TRUSS…

A: Objective: To determine the force of all members of the truss using the method of joints.   Method…

Q: Reading staff 3.100 with distance 120m the Line of sight inclined (+3). Corrected reading is 2.995m…

A: Staff reading = 3.100 distance = 120m Line of sight is inclined in +3'   It has been asked in the…

Q: Course Bearing Distance AB S 18°5' W 126 M BC S 08°51' E 90.2 M CD N 23° W 108 M DA

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Q: The instrument used was a transit with an internal focusing telescope and a stadia interval factor…

A: As per our Honor code, we are allowed to attempt the first three sub parts. If you want answers for…

Q: EKample ndthe ang lesbetween the t.curves andt zx12-5y.. 2

A: Question is based on the curves. Equation of two curves are given and angle between them needs to be…

Q: STATION BS HI FS ELEVATION REMARKS BM1 1.40 100 TP1 6.50 3.23 TP2 4.42 0.04 TP3 3.43 0.42 TP4 3.02…

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Q: Reading staff 3.100 with distance 120m the Line of sight inclined (+3). Corrected reading is 2.995m…

A: Staff reading S= 3.100 Distance D= 120m  Inclination i =+ 0°3'