Convert the following formulas into psi. (a) E̟ = w°0.043 Jf MPa 1.5 (b) E¸ = [13.32F, +6895| (b) Е, + 6895 MPа %3D 2320

Q: PROBLEM 4: Given: b = 300mm, d = 450mm, As' = 2D25mm, d' = 65mm, fc' = 28MPA, and fy = 415MPA. Solve…

A: Given  b=300 mm  d= 450 mm  AS'=2×π4×252= 981.74 mm2 d'=65 mm  fc'=28MPa  fy=415 MPa

Q: 4/ The following is an incomplete page of level book in which X indicates missing Entry line.…

A: Using rise and fall method

Q: Calculate the angle, & by using equati on of motion in y direction. 1 y = y, +v t –: 150 150 0…

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Q: OCC A B C D DISTANCE (m) ? 150.932 ? 209.613 E F 134.912 F A 110.147 Sketch the data above and solve…

A: first convert the bearing in WCB

Q: Compute the relative precision. Express your answer as an integer HD] ΑΣΦΗ Τ 1: vec ? Compute the…

A: Answer  We know that Departure is given by Lsinθ  (positive for East and Negative for West) Latitude…

Q: P₂ = ? 250mm •2 5 ho 300mm Fx Fy

A: given data Pressure at the inlet, P1 = 80 KPa  diameter at the inlet, D1 = 300 mm = 0.3 m diameter…

Q: Determine the resultant R. Compute magnitude, sense and angle of inclination with horizontal x.

A: force F1=350kipforce F2=300kip

Q: ► Numerical problems 3: QI//calculate the horizontal length of the line measured as follows:…

A: The given data is: Bay Inclined Length (m) Difference in level between end of bay (m) 1 29.634…

Q: 1)Given the following set of stadia level notes. The instrument used has a stadia and C =…

A: Given Stadia interval, k = 100 C = 0.229 Table with back sight and foresight details, Stadia…

Q: 1. Complete the leveling notes. Show Customary Check. STA BS HI FS ELEV 1.964 |(205.549+y) BM1 1.964…

A: Given: The value of y is 0.99. The differential leveling notes are given below, STA BS HI…

Q: Find the interior angle Bat point 2inside the basel ne of polnts 12 and 3. Please do not write any…

A: given, point x y 1 2420.25 1512.48 2 2221.24 1550.79 3 2526.97 1570.24

Q: The relevant cross-sectional details of a compound beam comprising a symmetric l-section and a…

A:

Q: Determine EI8 at point Band end of the overhang. Round off your final answer in 2 decimal places. W1…

A: Given  W1= 34KN/m , W2=30 KN/m  X1= 7m , X 2= 6 m  X3= 5m

Q: Wo> pa WIOX 30 18' Find: Centerline spacing = a if p: .6 V : 18 Ksi

A:

Q: (ZZ+10) (ZZ+10) AA -5m5m AA 8 m 2 m FR (N) y

A: FR = - 20 k + 20 k - 68 k - 68 k = -136 k  N (↓) Taking moment with respect to O. MR = ∑r × F = MRx…

Q: The stress of a structure is shown in the figure below. Assuming that the El of the entire beam…

A: To determine:SFD and BMD of frame-Moment distribution method is used for the analysis of frame

Q: Find the moment of inertia of the area bounded by the parabola y = 4x, x-axis, and the line x = 1,…

A: As the given parabola y2=4x and line x=1 meats each other at two point of intersection. At x=1…

Q: 2. Find P, Q, and C if R = 75000 N.mm у 100 N 12 A 30 mm 400 N 3 t -30 mm B

A:

Q: Step - by - step process please

A: Given data in question  Moment value in vector form Lever arm in vertor form To find out  How to get…

Q: Question: IdE 525521.12 N:313813.5741 E:525621.124 YN 313813.5741 6 E-525521.12... What is the area…

A:

Q: If the elevation of A (benchmark) is 45.074 m, formulate A, B, L and X matrices to adjust the…

A: Given:- The elevation of point A = 45.074 m  The following leveling data is also given From To…

Q: k got the answer of 19.9 for the moment of inertia for the engle

A: It is 19.9, Because that is given in the question itself, that the moment of inertia for angle bars…

Q: 3. Eliminate the arbitrary constants: y = e2* (c, cos x + c2 sin x)

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Q: Solve using nevilles method at x=6 asap

A:

Q: Please enlighten me on how did they get those values that I encircled. Thank you very much! I'll…

A: The encircled value of 91.8 kN has come from the concentrated load 34 kN at point B.

Q: Q: From the figure below, find the elevation of points A, B and C. Knowing that the elevation of the…

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Q: MALI + 2 MB (L₁ +4₂) + McL₂= = GAIX - 6 Az X z Li L2 pM2Q w(KN/m) B L (m) Draw the V&M Diagram using…

A:

Q: determine d.? Ey B) Ex 75H de de Ax CO D. 2kps 2 kips 64 75H D) de 10E d6 de A

A: 1) option A  2) option b

Q: Compute the unadjusted departures.

A: Answer  We know that Departure is given by Lsinθ  (positive for East and Negative for West) Latitude…

Q: within sand where N60 is 20. Using Eq. (10.14), estimate the elastic settlement when the net applied…

A: Given : B  = 12m Df= 3m N60=20 qnet=250 kN/m2 se=?

Q: A new building is being construct and linear measurement of two bays shown in table 1.0. Вay…

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Q: Determine the centroid x-coordinate for the area shown below with respect to the given axis. Given t…

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Q: ΕΧΑMPLΕ 1) A circular bar having 200 mm? area is subjected to axial loads as shown in Fig „Find the…

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Q: 02-calculate the vertical movement of Points

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Q: Q19 DRAW M & VC THREE MOMENTEQUATION) DEN/N 8 A SOKN SOKN YOKN SB D 380 * 1.125 4.5 2.25 x 2.25 x *…

A: To determine the moments and shear forces in a continuous beam using the three-moment equation, we…

Q: Determine the centroid x-coordinate for the area shown below with respect to the given axis. Given a…

A: