8 holes Ø10 Ø80 Ø40 15 30 Ø100 Ø50
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A: Summation of all angles(five sided figure) LA+LB+LC+∠D+LE=539°59'40''…
Q: Q1 The table below contains the cross - sections Areas of road Calculate the volumes of the earth…
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Q: QI/ According to the following table the readings were taken with a level start from B.M with…
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Q: R10 30 50 O. 15 R30
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Q: Determine the centroid along y of the quadrant of the eclipse shown in the figure. The equation of…
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Q: • A circular hole of diameter R is punched out from a circular plate of radius R shown in the…
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Q: 5. A surveyor counted 50, 52, 53, 51, 53, and 51 paces I walking along a 45-m course laid out on a…
A: Find average value of pace along 45mAvg pace=50+52+53+51+53+516=51.667
Q: A ball is being pushed by a rod to move along the slot. It starts from 0 = 0°. If the rod moves at…
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Q: A surveyor counted 50, 52, 53, 51, 53, and 51 paces in walking along a 45 – m course laid out on a…
A: As per guidelines we need to answer only first question so please repost rest questions separately.
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Q: 4.) Moment of Inertia About the x-axis Ix 5.) Moment of Inertia About the y – axis Iy 6.) Polar…
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Q: В 77°30' 77°50 68°55' 47°35' 68°35' H 47°15' 71°00 75°05' 70°00 74°55' A 80°25' 80°25' 85°20 84°50 F…
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Q: 2. dx6 +11+ 19 + 9y = 0 dx dx2
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Q: In the figure below, compute the followings: 1) Distance between A and B 2) Azimuth of line AB 3)…
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Q: Draw the following figure using AutoCAD commands R14 Ø86 R49 30 R18 R7 29 R14 Ø53 Ø38 96 192 192 96
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Q: As shown below illustration, what is angle "B" if a = 5.86', b = 2.60', c = 7.80'? B a A b 75°17'23"…
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Q: Which of the following is the value of x/y if log5 x + log5 y = 2log5 ( x - 2y )? A.2 C. 3 B.5 D. 4
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Q: In the exhibit below, What is the distance from A to C, A O 1078.57¹ O 1087.75' O 1187.57' O…
A: To Determine Distance from A to C, L = ?
Q: Given that from Point A, X = 2.93 m. What is the value of El(y)? Given that from Point A, x = 8.83…
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Q: 16. The rectangular coordinates of a particle are given in millimeters as functions of time t in…
A: Given:- Coordinates of a particle in millimeters as functions of time t in seconds x = 20t + 3t² ,y…
Q: An object is pulled by 85 N force that is directed 30° above the horizontal. Determine the work in…
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Q: 72 30 72°45'72°15' 14°45 72 30 144 25 14*55 70'5 82'15' 70*55' 82°30'
A: Given data :
Q: 16. WEIGHTED MEASUREMENTS. An angle ABC is measured at different times using various instruments and…
A: Given:- Angle ABC is measured using various instruments and methods Result 1:- Angle ABC =…
Q: Use the graphical method to obtain the solution to the following set of linear of equations.x + 3y =…
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Q: Use the following figures for the calculation. Given, Each Corner Column = 400 + ID * 0.001 kips…
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Q: Determine the sum of the moment of the forces about point O shown .
A: Given data:
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Q: 1. Calculate 25.0 m + 101 cm 2. Convert 28.5 km to ft 3. Round to show 4 significant figures without…
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Q: A de tw W.J.M.H. Shas W- d (den)- ks WALK230 618 367 0.83 122 1.36 2.31 2.3125 1.25 32.525 L² Use…
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Q: The velocity along a stream line passing through the origin is given by: V = 2sqrt(x ^ 2 + y ^ 2) .…
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Q: multiply the numbers. 420 *537 * 86 hours
A: given data 420 *537 * 86 hours
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Q: 1. Complete the differential level notes shown below, perform the customary arithmetic check,…
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Draw the following using the autocad commands
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- -100 30 A1 25 80 A94 93 A3 200 1. What is the value of ybar from the 1-1 line 49.81 , 62.59 , 52.69 , 59.62 42315487 MM^ 4,34643447 MM^4 31943887 MM^4 ,31543447 MM^4 2. What is the value of centroidal MỌI Ixx? 237455133 MM^4 , 16794122 MM^4 3. What is the value of centroidal MOI lyy? 19745122 MM^4 , 228955144 MM^4- 100 80 9 A3 200 1. What is the value of ybar from the 1-1 line 52.69 2. What is the value of centroidal MOI Ixx? 31543447 mm^4 3. What is the value of centroidal MOI lyy? 16794122 mm^4 >人工知能を使用せず、 すべてを段階的にデジタル形式で解決してください。 ありがとう SOLVE STEP BY STEP IN DIGITAL FORMAT DON'T USE CHATGPT Determine the position of the center of gravity of the section of the following body Ø10 Ø30 Ø40 40 80
- F₁=70 F3 = 30 Find: F₂100 4 №z 155⁰ 26⁰° Ө Fix Fiy F2x Fay F3x Fay -у X3) Compute the centroid y bar with respect to its base 150mm 20 Mm 40MM 4OMM 120MM 15MM 30MM 1o0mm ISYMMETRY LINE오 150mm a 100पाल номи lomm shown. for the following fig Shapefactor of a T-section with flange of 100x10mm and a web of 150x10mm is
- WDetermine the moment of Inertia of the quarter of the circle having a radius of óm shown in the figure with respect to the given x- axis. * Y x² + y? = r² O None of the above O 1017.876 m* O 508.938 m 127.235 m* 254.469 m*D C 105°22' LINE AB 90 BC 90 CD 90 DE 90 EA 90 118°37 Azimuth Bearing 108° 28' E B 120°28¹ AZIMUTH from North N30°00'W MERIDIAN 87°05' 90 90 90 90 90 ** Use the following example in writing your answer Answer 123°04' N 23° 02' E A BEARING Input form 123d04m N23d02mEComplete the table below. C 105°22' Sta A B с D 118°37 E 108° 28' DEFELCTION ANGLE ANGLE TO THE RIGHT חח B 120°28¹ N30°00'W MERIDIAN 87°05' DEFLECTION ANGLE ** Use the following example in writing your answer Answer 23°04'L 183° 02' ANGLE TO THE RIGHT Input form 23d04mL 183d02m
- Problem: A continuous girder system as shown in Grid 3 is consists of G11, G12 and G13 girders. The slab resting on these girders have the following superimposed dead loads: Metal Deck with Reinforced Concrete Slab: Floor Finish Type: Ceilings (Below the Slab): Frame Partitions: Miscellaneous (MEPF): 3.5 kPa Hardwood Flooring, 22mm Gypsum board, 10mm Movable Partitions 0.24 kPa Girders (G11, G12 &G13) carry a uniform superimposed dead load of 8.1 kN/m due to the perimeter wall. The slab carries a live load of Residential Basic Floor Area. In the initial analysis, beams (B5, B10, B15, B17 & B19) were assumed to be W6x20. Girders (G11, G12 &G13) were assumed to be W16x50. Earthquake analysis from a software was conducted and the reactions at the exterior supports (joints A & D) are as follows: At joint A: Shear force (VA) = 62 KN Moment (MA) = 105 kN-m At joint D: Shear force (VD) Moment (MA) = -58 KN = -95 kN-m 1. Determine the controlling load combination for LRFD and the corresponding…WDetermine the polar of moment of inertia of the quarter of the circle having a radius of óm shown in the figure relative to the polar axis through one of its corners. * Y x² + y² = r² X 636.173 m* O 381.704 m* O None of the above O 763.407 m* O 508.938 mAnswer P02 given P01