TEST II: DRAW THE ISOMETRIC VIEW 20 Mm 20 20 TOP VIEW 5. FRONT VIEW SIDE VIEW 20
Q: 563..After setting a 31.2 cm wide broad crested weir at a section of Padma River, got the discharge…
A: Given: Actual discharge = 600LPM Theoretical discharge = 0.0107 m3/s
Q: A trapezoidal channel with 1V:2H side slopes. Bottom width is 8 ft, slope is 0.15%, and the channel…
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Q: Determine the following based on the figure: A. Y-Coordinate of the centroid B. Moments of inertia…
A: Note : I have solved 1st 3 part as per guidelines of bartleby
Q: A simply supported 4-m long beam is made up of 80% grade Malugai. The beam is carrying a uniform…
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Q: dont use old content please Find the dangerous cross-section of the beam of circular cross-section…
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Q: Q1: - A simple horizontal curve has: R= 138m, C = 87m and station P.T. - 3D(52+50). Compute: 1- The…
A: Curves are regular curves in lines of communication, such as roads, trains, and canals, that allow…
Q: A tubewell of 30 cm diameter penetrates fully into an artesian aquifer. The strainer length is 15 m.…
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Q: Find the weight of block B in the figure shown to give the system an acceleration of 5.00 m/s2…
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Q: Solve for the end moments consider sidesway 60KN 10KN/m 2m 2m B A 1.51 1.51 5m 21 21 21 4m 4m
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Q: 66KN 5@2 m = 10 m
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Q: Given: Beam with loading and supports shown Maximum allowable stress in the steel bar is 30 ksi…
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Q: C3-3. 30 kN/m 25 kN•m, 3 m Prob. C3-3 C3-4. 12 kN/m 3 m Prob. C3-4
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Q: For the cross-section of the angle shown below, use Mohr's Circle to determine the orlentation of…
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Q: PI Elev 108.00m 1.50m -3% +6% 8.00m A Sta 1+060 PT PC Sta 1+000 Elev 100.00m
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Q: QL. Three resistances have the following ratings: RI- 351 5% R2- 231 3% R3- 45+5% Determine the…
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Q: subjected to an upward seepage head of 1.85 m What depth of coarse sand would be requirec above the…
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Q: 41.351 kN 82.502 kN 41.351 kN 1.2M= 29.88 M= 24.9 kN/m M= 24.9 kN/m A D 2 Mp Mp 3 Mp 3.32m> 2.49m>…
A: Given yield stress = 250 N/mm2 Below shows no. of reactions for given beam Degree of static…
Q: For the following soil properties determine the volume of infiltration at surface saturation (Fs)…
A: Given that ks=1.75 in/hrθs=0.315θi=0.212ψ=-9.15 ini=7.75 in/hr We know that…
Q: at the midspan. The cross-sectional area of the beam is indicated below.
A: Neutral axis:…
Q: f 600 N at the midspan. The cross-sectional are
A: Find reactions :∑ MB=0RA(4)-11(4)(2)-0.56=0RA=22.3KNRB=22.3KN
Q: A simply supported beam, having the following properties: 5.5 m length, Mcr = 30 kN-m, Ig =…
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Q: 3.) Consider the 2D simple-truss shown below where point A is connected via a pin, and point D is…
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Q: Determine the resulting moments at the supports of the continuous beam shown below due to the given…
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Q: An architect-engineering firm is planning a parking lot to accommodate 400 vehicles. Each parking…
A: Given:- The total number of vehicles to accommodate = 400 vehicles The dimension of each parking…
Q: Determine the Ultimate Moment Capacity of a rectangular beam whose width is 300 mm and effective…
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Q: 800 Ib 800 Ib 200 Ib/ft IB -2 ft- 2 ft -2 ft-
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Q: A concrete highway curve with a radius of 500 ft. is banked to give lateral pressure equivalent to…
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Q: How do geologists produce a flood-hazardmap?
A: A flood occurs when water overflows and submerges normally dry terrain. In the sense of "flowing…
Q: A storm with 150 mm precipitation produces a direct run-off 8.7 cm, with incremental hourly rainfall…
A: Given data, Total precipitation = 150 mm Run off = 87 mm To find out the phi index of the storm.
Q: gth and a concentrated load of 600 N at the midspan. The cross-sectional area of the beam is…
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Q: Solve the capacity of a 4.2-m steel column, pin-supported at both ends, having the cross section as…
A: Load carrying capacity = Cross Sectional area * Fy Cross-sectional area = (2*300*45)+(300*55)= 43500…
Q: The T-section beam shown in the figure below is required to resist an ulti of Mu = 460 kN m. The…
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Q: Neglecting the weight of all members, compute the maximum value of P that can be applied in the…
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Q: Steady state seepage is taking place through soil element at Q, 2 m below the ground surface of an…
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Q: A simply supported beam, having the following properties: 5.5 m length, Mcr = 30 kN-m, Ig =…
A: Given data, L = 5.5 m Mcr = 30 kNm Ig = 7000×10^6 mm^4 Icr = 3000×10^6 mm^4 DL = 5 kN/m, LL = 7 kN/m…
Q: Using Dim, solve for the following
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Q: 3 kN/m 2 KN•M B -10m. 4 kN
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Q: Calculate Tension BD if P = 100 kN.
A: Given:- P=100kN To find:- Tension BD
Q: A concrete post is reinforced with 4-28mm diameter steel bars. Compute the stress in each material…
A: Compute the stress in each material of given section
Q: ecause the new travel time rate (TTR) from Iditional traffic (e.g., 300vph) exceeds the r ceptable…
A: Given:- local standard=2.0 min/mile additional traffic=300vph minimum acceptable local standard =2.0…
Q: 10 ft
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Q: What is the total cross-sectional area of the beam in mm?? (use two decimal places, no need for uni…
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Q: Determine the reactions at A and B for the given frame below. 390 lb 13 12 800 lb ft +4ft- 3 t -8 ft…
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Q: Determine the bar force member CD. All interior angles are 60 degrees. 1.5 kN 3 kN 2 kN F 1.5 m 60°…
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Q: A concrete beam of rectangular cross-section of size 120 mm (width) and 200 mm (depth) is…
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Q: The area shown is composed of a square plus an equilateral triangular plot of side 8 km. The annual…
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Q: A cantilever beam, having a length of 7.0 m, carries a uniformly distributed dead load of 10 kN/m,…
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Q: 50KN 20KN/m 20KN/m 3m 3m 2m 2m
A: Draw SFD and BMD
Q: A 1.24 meter high cylindrical water tank is used in lifting oil to the top of the building. The…
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Q: The total volume of a soil sample is 4.8 cc. The pore volume is 2.8 cc. Calculate the porosity of…
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- Draw the following views of the figure below. (You can use AUT0CAD in showing different views)Sketch thefollowing figure ,orthographic view ( using catia ) Metion the top view side view and bottom viewDraw the back view for the object shown below, Dim in mm, scale 1:1. Ø38 -52- SIDO 41 114 R32 41 38 STOP PLATE 92- 20 32- F.
- Q1- Select the correct choice. (40 Marks) 1. What command do you use to display AutoCAD Point Style Box? (KIND/ DDPTYPE/ DS) 2. What is the extension for a Civil 3D file? (TXT./ DWG./ CSV.) 3. If (Y axis) refers Northing in Civil 3D, (X axis) will refer --------. (Easting/ Southing/ West) 4. The keyboard can be used to show or hide the command line by (Control & F9/ alt & 9/ Control &9) 5. is used to switch between AutoCAD tools and Civil 3D tools. (Workspace switching/ ----- -------- Prospector/ Settings 2) 6. The point group (-All Points) is created by the (User/ Programmer/ Program) -----------. 7. (With number matching) is an option to create a ---------. (Point group/ surface/ point) 8. How many points in this combination of points numbers (1,4,9, 5-30, point number) specifies a using a point number. ( point description / point location / point name) 17. There are types of surfaces in Civil 3D. ( 4/3/ 2) ------ 18. The distance is the distance from the midway point of an arc to…Subject: Engineering Drawing or AutoCAD Instruction: Draw the 3D Deawing (Esometric View) of the indicated 2D Orthographic Projection. You can frechand draw or use AutoCAD. Note: Indicate the Dimensions 15 1.5° FRONT VIEW TOP VIEW LEFT VIEWSabjet: Engineering Drawing or AntoCAD lastruction: Draw the SD Drawing (Isometric View) of the indicated 2D Orhographic Projection You can freehand deaw or use AutoCAD. Note: Indicate the Dimensions 110 TRONT VEW 35 40
- GRAPHIC 61+200 Fø13½" (75 HP) SCALE 70% 75% 80% 82% 60 GPM Ø12%" (60 HP) 83% 84% 83% 82% 80% 46+150 Ø12%" (50 HP) 75% Ø11%" (40 HP) 70% 65% 31+100 100 BHP Ø10%" (30 HP) NPSHr ft m 75 BHP 60 BHP 30+9 15+50 50 BHP 30 BHP 40 BHP 20+6 NPSHr 10+3 GALLONS PER MINUTE LITERS PER MINUTE Refer to the system curve drawn on this pump curve. If the pump is to move 1080 gpm, what size impeller should be specified? O 10 7/16" pump impeller O 11 7/16" pump impeller O 12 3/16" pump impeller O 12 3/4" pump impeller O 13 1/2" pump impeller 1136+300 2271+600 006+20 4543+1200- 5678+1500아 6414+1800- 7949+210아 9085+2400 11356+3000 10 FEETSTADIA INCLINED SIGHT: Fill in the missing blanks in the table1. Draw Isometric View of HEXAGONAL PRISM where base is of 25mm and Height 50mm