heiznos 2 21sllo g ai T016 bne & bas bonnic 80 kN 20 kN/m B. D -15 m- 12 m- 8 m- 12 m

Q: Find the diff. in elevation between TP,and TP3 -Find the elevation of BM2 -What is the difference in…

A: Height of instrument = RL- BS RL=Height of instrument +FS

Q: SIT. 2 EI = constant 212KN 7KNM 1.Sm 3m D 1. Sm A 在 a.) VA b.) ME c.) v. Diagram ( Vmax) 2.

A: xc

Q: 5m C KN m 2 KN lm 2m 2m JKN 3. B

A:

Q: 3,) A closed cylindrical tank, 1.5m in diameter and 3m high contains 2m of water with the air space…

A: Pair = 190KPa Diameter of tank = 1.5m Height of tank - 3m Height of water = h = 2m Angular velocity…

Q: Question: Given The Following Differential Level Notes: STA BS HI FS ELEVATION BM-A 1.73 346.50 ...…

A: given - differential level notes. to find - point of highest elevation

Q: The copper shaft is subjected to axial loads shown below. Determine the displacement of end A with…

A: Displacement: - It is defined as the distance moved by any section with respect to its Centre of…

Q: The pin-jointed space truss shown in Fig. P.15.14 is pinned to supports 0, 4, 5 and 9 and is loaded…

A: Considering joint 27 as shown below: Where, u2, v2 = Horizontal and Vertical displacement of point…

Q: 75 N/m 800 N - m B 8 m-

A:

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…

A:

Q: What is the maximum depth of rainfall in inches for 90 min rainfall intensity? Refer to the Table…

A: By doing cumulative for all the rainfall intervals we can find depth of rainfall for 90 min rainfall…

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: Fiberglass tapes are more flexible than steel tapes O a False O b. True All total stations are…

A: Tapes are surveying instruments that are used for liner measurement in the field of surveying. Tapes…

Q: (3) A maso m is launched withan chitial speod U. - 400 ft |sec. The launch ang le is O = 50°. The…

A:

Q: SET 1: 100 kN w = 40kN/m lc 5m Зт р 3m A 8m OB 10m THREE MOMENT EQUATION METHOD 2) Considering…

A:

Q: 840. For the system of pulleys shown in Fig. P-340, determine the ratio of W to P to maintain…

A: To determine the ratio between the weights of P and W to maintain equilibrium.   Given, The pulleys…

Q: 5. Find the moment along T 1.6m 5OON 1.5m 2 m T2m R. O 1200 N.m O - 600 N.m O - 1400 N.m O ON.m 3.

A: Given data  Inclined point load Distances We will take components of laod and only vertical…

Q: 8m L=6m f B 200 KN 2m N 2m BKN L=Sm Imm D 41.5m Use TME I= 1500 x 10 mm Det. a.) MA b.) MB c.) Rc…

A:

Q: Q2/ Find all the reaction ABCDEF? 30KN 10kN/m 20 kN/m 20kN/m Ex 1.5m 2m 2m 1m 3m

A:

Q: 3K/ft ... I2K I6K 16K 2K/ft a tatatafot 8' 4' 4' 4' 8' A -18 kips B) -12 kips -34 kips D -26kips E…

A:

Q: REFER TO FIGURE O1, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE…

A: CGAC=BFAB46=BF3BF=2 mAF=AB2+BF2     =32+22     =3.605 mSimilarly, FG = 3.605 mLoad on AF = 5×3.605 =…

Q: The three-hinged trussed arch shown in Fig. 5-12a supports the symmetric loading. Determine the…

A:

Q: A staff is placed on a benchmark (BM) of reduced level (RL) 100.000 m and a theodolite is placed at…

A: Given data- RL of BM =100.00horizontal distance=50 mHeight of instrument HI=1.400 mTo Find-The RL of…

Q: 35ku/m ISoka D 5m 2-5m 2-5m ISoKS - Re K 2.5 = 0 teft > Re= 300 kN (1) Re 35x5+ I50-300 = 25 ke

A:

Q: |Sy³e-Wdy

A:

Q: moment distribution method 20kN /m 4m IC 3'

A:

Q: Q2: For the beam shown in Fig.(2), find the reaction forces at supports A and B?

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Q: Amlyine the slop (reotechaiceut Cross suten 8-B Detyn). s 5. o'5.5, .30 m elay) -15:6-5, r36 0-5 5m

A: p denotes pressure in KPa

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

A:

Q: de0-02 m Lelom dzo olm Uso-2 Find Z

A:

Q: A /'11 RA RB VO MD D 3 B by by Equations

A: Shear Force Shear force is the force that is exerted when two objects slide past each other. The…

Q: 12m A 10m H B / 1/2m a с SOKN 12m LOOKN 10m 75 KN Find Forces на НВ.Ва, вс W DE RE

A: Given:Required:Force in member HG, HB, BG and BC

Q: 75mmy 25mmp 24.0M 750mm Hg @56 = 13.6 Ve75mmg = 0.6m/s Reqd² h = ?

A: A pipe flow in which one end is open to the atmosphere and manometer is inserted at one point to…

Q: P4-1. In cach case, determine the momeht of the fotoe about point O. P4-2 mom

A:

Q: B 2m 4m H C 3m 4m 200KN D 4m 4m G F 4m 400KN E Find member CD, DG and FG

A:

Q: 8m L=6m I AM B 200KN 2m 1 2m 1 вкнут L=Sm Imm D A 1.5m с Use TME E = 2006 Pa = 1500 x 106mm 4 Det.…

A:

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.