D. Support Reactions

Q: PROBLEM: The hyetograph represents rainfall over a watershed with an area of 120 ha. What would be…

A: Volume of Runoff or volume of water = total precipitation * Area    Total precipitation = intensity…

Q: Q3/ The following is an incomplete page of level book in which (?) indicates missing Entry line.…

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Q: Solve no 1b the drawing aspect, please solve fast

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Q: The following data were obtained by stadia observation: zenith angle = 81° 50', s = 2.50 ft. The…

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Q: Fill in the following Leveling Notes. In your handwritten notes, perform a page check and calculate…

A: Surveying is a very important branch of civil engineering as it is mainly dealt with the measurement…

Q: A trip table (veh./hr) needs to be loaded on the network shown in the table below. Find the total…

A: Step 1:Step 2:

Q: 200 N 53° A 36° 1.5 189 N 42 kN/m 3 В 4 3

A: When we are calculating the moment due to udl or Uvl we calculate it as  Force acting /m length ×…

Q: 5. For several measurements of a required distance, the most probable value is (546.75+y)m. If…

A: Given data: Most probable value= (546.75+y)probable error pf mean value (Em)=±0.15

Q: Why is a 2-m rod recommended for the roving receiver? O Canopy obstruction can be an issue when…

A: One of the most common errors in GPS surveys is the incorrect reading or recording of the height of…

Q: A distance of 300 m is to be laid-out using a tape having an incorrect length of 29.98 m. How much…

A: Given, Distance to be measured, say D = 300 m Actual/incorrect length of tape, L' = 29.98 m   To…

Q: 239,0 185.2 O'ନ୍ଧ୍ୟା NETI (D) (89 ୬ଗ F 6 3d),6 8''tt ଠଆ neer

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Q: centroid C of the beam having the cross-sectional area shown 150 mm 150 mm 20 mm 20 mm B

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Q: How did you get the 24.35 kips

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Q: . For the following schedule, draw the node network, perform the CPM calcula- tions, mark the…

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Q: Tor flows nate 28 Lis Find pump Power Eし、60M L00 mm ち0 mm El. 30MH

A: Given data Pump Discharge  Elevation heads at two points Length

Q: "I in terms of BVC station EVC | L = ( 10+19.25) (륵 드 (PVI Station - = (77400) - (10+ 19.25) = (77…

A: BVC (Beginning of Vertical Curve) PVI (Point of Vertical Intersection) EVC (End of Vertical Curve)

Drawing Framing Plans

A framing plan is a plan that is a blueprint to display the locations, materials (like timber, steel), spacings, sizes, framing members, and the number of structural components required to construct the house. Drawing the joists and double framing in such a position so that they can be occupied in the completed building. There is no requirement for joist dimensions at each position. Perpendicular to the joist, the drawing of bridges is made and noted as “3-2” x 3 bridgings. Wall framing plans depict the position and methodology of framing openings and heights of the ceiling so that studs and posts can be cut out. As it is a vertical plane view, technically a wall framing plan is​ not a plan.