Rod Readings Diff. in Elevation Reduced STA BS IFS FS Rise Fall Level 1.28 ВМ 100 2.32 0 + 00 1.74 + 30 2.41 + 50 2.72 + 90 2.88 1+ 00 2.69 + 10 1.92 + 60 1.03 + 95 0.84 2 + 00 2.04 2.78 ТР-1 0.66 2 + 50 0.95 + 70 1.27 3 + 00 2.43 + 30 2.65 + 65 2.36 ВМ 101

Q: 2) For the Figure shown Piid the following (= 4000 Psi fy = 6000o psi) %3D a) Find Pu O 1200.1kips ®…

A: Given data: fc'=4 ksify=60 ksi Dia of main bar =#9 Number of main bars=10 dia of spiral =#4 pitch=2"…

Q: Draw the B.M.D for the following, (El) is constsnt 5kN 10kN/m D 21 B A 2m 6m 21

A: Given:- The magnitude of the uniform load = 10 kN/m  The magnitude of point load at D = 5 kN  To…

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

A:

Q: 20kN 2AE 25KW solve for the internal force of member CD. 1. 3m 1.SAE ' 1-5AE ZAE 4m 2m 24E

A:

Q: DETERMINE THE c толит UCE E = 10, A = 5 in L₁ = 4 FT L₂ = 5ĦT L3= 12FT P = 42K

A: L1=4 ft L2=5ft L3=12ft A=5in2 E=10000ksi to find horizontal deflection at C

Q: find the stresses on the plane 45 Draw

A:

Q: decimal 125 Mpa. puo w.F 30YM he 07 papunal thicknels of hass allowable circuelal mall o4 ot oute…

A:

Q: HW #3 Sbom e:0,3mm レ=300m Find D usiug covel Brook Dンて without e9nivalent Lenght Slom

A:

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

A:

Q: lim (z,y) (1,1) 22 - ry- y? 12 – y?

A:

Q: Find the load carried by crane F and boom angle 43 degree and crane weight 800KN 5M 6M Gc 2.8 m F…

A: The forces in the crane and the mass of the object are finding from the equilibrium equations of the…

Q: Det· the deplection cit midspan I= 400 in9 E-29 o00 KSI Using castiglianos theorem Fa+2+2+ 4+

A:

Q: H 4 kN I 60° D E F G A C B mim 2 m 2 m

A: Explanation of above answers are :

Q: 90ヒN B. >12-2m1 30 -3m-

A:

Q: For the beam loaded as shown in the figure compute the magnitude, direction and position of the…

A:

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: Cfremiam Exnnquestion). Vidual nork} 50 KN E=200X 105 KN /m² A. B. I 1000 X16 mt 6m. Ansarer marybe…

A: To find: Deflection at point B

Q: 19 Datarmine Ix, Iy = O for shaded area in Red Glour. O for Red G lour as a line - 2. 12

A: 1) Introduction : A rigid body's moment of inertia, also known as mass moment of inertia, angular…

Q: Is it 49.3 kN down or up???

A: This question is related to the Structure Analysis. In this question Reaction at B (Rb or By ) will…

Q: (APes-MamENTo) DETERMINOR: Oe, A SOKN 100KN E = 200 Ga (10o N) 125KN B I=1,72X10 0 mt -3 4 A 1.Sm…

A: ASKED: To determine the slope and deflection at point B using the Moment Area Method.   Given,…

Q: Air Air 0.4m 0.4m Oil S3. 09 0.5m Water

A: Given h1= 0.4 m ,h2= 0.4 m , h3 = 0.5 m  Density of water= 1000 kg / m3  density of oil = 900 kg/m3…

Q: Problem #2 50 kN 15 kN/m 90 kN El = constant E=70 GPa 1-95x10° mm Required: 8, dc Og A + -6 m - 9 m…

A: Given simply support beam with overhang E = 70 GPa I = 95 * 10^6 mm4 Calculate reaction at B by…

Q: 3m 20 KN 2m C 1 t 3m hinge 30 KN M The 2m OKN DE F zot 2m 2m

A:

Q: A constant head orifice from a tank feeds water into a flume (open channel) 5m in length and 500 mm…

A:

Q: Calculate Tension CD. 2 m D 3.5 m B 250 N -2 m- t2.5 m- -1.5 m- "500 N

A: Concept  Bending moment any point in cable is zero.  Find  Tension in CD (TCD) = ?

Q: 8. Which is wrong about the failure pattern for wall beams without openings and openings in the…

A:

Q: Two forces are applied to the construction bracket as shown. Determine the angle e which makes the…

A: The free-body diagram is shown below,

Q: |Sy³e-Wdy

A:

Q: Campute use NSCP 201D- the moment capacity BEAM LDAD ING AND GO GEOM PaiK W= 0.5 K/fA 10' 10'

A:

Q: 6' 8⁰ I 10' 5' с 1000 155 A 45° F 2000 15's 61 J S D B Calculate Forces in 7' 500 lbs IJ FD CB H 45°…

A:

Q: PLEASE

A:

Q: 40 kN 25 kN 15 kN/m D 3m 10 kN/m 2m 1m 1m elect one: O a. 90 kN Ob. 70 kN Oc 42 kN O d. 50 kN

A: To find moment about point B

Q: я Свмо A& 400 N/m 32 2m BL * 2.3m 400 N/m #cb C * 2.2m D tite pts. B & C.

A: Length of Beam = 6.5 m Uniformly distributed load of 400N/m is acting between A and B , C and D .…

Q: An OPEN HaNatt is T BE DESIGNER TO lit/ce Q = 2000 compuTE TE DEPTH OF MOST 0.0008 EFFICIENTSECTION…

A: Discharge, manning’s constant, slope is given and it has been asked to determine the depth of most…

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

A:

Q: the staff reading 0.95-273 1.73 2.45 201405 1 1 3.15-2-105-1.25- 3-415-3-710-1.650 the leve I was…

A:

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

A:

Q: solve by moment distribution method

A:

Q: why it has 9.81x? what is the purpose of that?

A: To explain the use of the term '9.81x' in the given expression.,   Given,…

Q: 2. Analyze He indekrminak benm shown. ET is unstunt. (Wie three - mment eguatins) 90 low 114 kN 24…

A:

Q: Draw shear force and Bending moment Diagram 2 kN/m 2 kN/m B -4.5 m- -4.5 m-

A:

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.