Answered: A triangular plate with a dimension of…

A triangular plate with a dimension of AB= 5m, BC=4m, CA= 3m was used as temporary roof by lifting point C at an elevation of 1m. Determine the volume of the space below the roof

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.15P

See similar textbooks

Related questions

Q: A hall of 10m x 15m consists of a number of beams with 3m center to center parallel to the shorter…

Q: A rectangular gate of width "a", length "b" and inclined at an angle "A", with water on one side is…

A: widtha=9.5 ftlengthb=5 ftz=6.5 ft∠A=55°centre of the gate below the water…

Q: Determine the seismic design force (in pounds) for a parapet braced at the top. The concrete (150…

A: Concrete parapet = L =4 ft Concrete parapet thick = 6" Z = h SDS =1.0 Ip =1.0 To determine- seismic…

Q: Determine the volume of concrete of Girder G3 from gridline A/4-5 if there are 18 identical spans in…

A: Data Given: G3 = 500 mm × 650 mm C3 = 900 mm× 950 mm Asked: Volume of Girder G3 from Gridline…

Q: 1. Concrete Hollow Block 200mm H x 400mm L x 150mm thk. per piece and Laying 8 layers x 4.5 meters…

Q: 1. A rectangular plate 4m by 3m is immersed vertically with one of the longer sides along the water…

Q: 1. Analyze the beam shown at section 1 (determine the internal force; moment and shear). P (kN) 36…

A: Analyze the beam shown at section 1 (determine the internal force; moment and shear).

Q: The building slab is subjected to four parallel column loadings. Take F1 = 5 kN , and F2 = 9 kN.…

Q: Classify the structure below. Fill in the blank if determinate, or indeterminate, or unstable CH 대

Q: A short timber post of rectangular section has one side twice the other. It contracts by 0.05 cm/m.…

A: Given data in question Change in length per length= 0.05 cm/m Axial load = 10 kN Modulus of…

Q: Determine the seismic design force (in pounds) for a parapet braced at the top. The concrete (150…

A: Given: Height of the parapet (h) = 4 ft Thickness of the parapet (t) = 6 in = 1/2 ft. Width of the…

Q: b ... oil d water A vertical rectangular plate is submerged half in oil (SG = 0.83) and half in…

Q: 1. IRN 12kN A 30° I KN 5M 12kN 47 8 60° 3RN D 5M 609 E + 2kN F 5μ 30 2 KA Given the supports as Gx=…

A: Using the method of section: cut the section through the member BD, CD, and CECy = 9.12 kNFree body…

Q: weight plus weight. of: ▪ Tiles 3 cm ▪ mortar 2 cm ▪ sand 7 cm ▪ plaster 2 cm partition 2kN/m² Live…

A: Floor slabs play a major role in structure as it is also connecting members to beams and slabs. It…

Q: P 2. For the force P in the figure, determine the components Pand P2, if the former is directed 80°…

Q: The building below is a broncaptering building Force W1 W2 W3 W4 W5 W6 W7 Wide 0.30 1.20 2.00 0.20…

A: Given;Land DataMass of stone volume (γb ) = 2.2 t/m3Soil volume weight (γ) = 1.62 t/m3Wet soil…

Q: If the base of the triangles is 1m below the surface, determine the location of the center of…

Q: The tank contains water to a depth of 6ft, determine the magnitude and location of the horizontal…

Q: 30 kN 3 m 20 kN 3 m 10 kN 3 m 3.6 m 5 m

A: Portal Method: This method is proposed by Smith. This is an approximate method for the lateral load…

Q: b. Lateral pressure due to soil (in kN/m2 per meter length of wall): @ point R = @ just above point…

Q: Y-15 kN/m '-28° 4m G.WT. Yu 20 kN/m 4-33° c'0 4m The above figure shows a concrete gravity retaining…

Q: Calculate the resultant force acting on the curved surface BC. Assume section is 4m perpendicular to…

A: Answer We know that resultant force acting on curve BC is given by FR = FH2+Fv2 FH = Horizontal…

Q: Required. 1. Modal analysis to determine base shears. 2. Story forces, overturning moments,…

Q: On the figure below, determine the following: 1. Maximum bearing stress at joints ( bolts and…

Q: Determine by approximate methods the forces acting in the members of the Warren portal. A& B are…

A: Given:- Loads atcing = 5kN,10kNA& B are fixed supportsTo find:-forces acting in members of the…

Q: 1000 mm Section 1 f'c 8-36 Ø fv 32 415 800 mm

A: For the given section we have to find the 1 Depth of neutral axis (C) 2 Depth of compression…

Q: The framing plan of a two-storey post tensioned structure is shown below. Due to some issues, the…

Q: Design the largest interior and edge panel of the slab for the plan system shown below (Follow the…

Q: 9. The concrete post is reinforced axially with four symmetrically placed steel bars, each of…

A: Subtracting cross section area of steel from total cross section area

Q: 9. The concrete post is reinforced axially with four symmetrically placed steel bars, each of…

A: The area of each steel bars is As=900 mm2. The total reinforced area is A=300 mm×300 mm.

Question

A triangular plate with a dimension of AB= 5m, BC=4m, CA= 3m was used as temporary roof by lifting point C at an elevation of 1m. Determine the volume of the space below the roof.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

1. Concrete Hollow Block 200mm H x 400mm L x 150mm thk. per piece and Laying 8 layers x 4.5 meters excluding the doorway, is reinforced with 10mm diameter steel bars at every 3 layers horizontally and 0.80 meters on center spacing for vertical bars. a) What is the total area of the CHB installed or laid? A=? in square meters A = 7.20m3 b) How many blocks are required? N=? pieces Provide Wastage Factor = 3% N = 93 pcs c) How much mortar or grout is required in CHB laying? In cubic meters Answer: 0.5562 m3 d) How many bags of cement is needed if Class B Mixture is required? WF=3% Answer: 7 bags Answers are already given, solutions are needed.
Refer to Figure P2.4 for the floor plan. Calculatethe tributary areas for (a) floor beam B3, (b) floor beamB4, (c) girder G3, (d) girder G4, (e) edge column C3, and(f) corner column C4.
Determine the seismic design force (in pounds) for a parapet braced at the top. The concrete (150 pcf) parapet measures 4 ft tall and 6 in thick. Perform the analysis on a 1 ft strip of parapet. In other words, the parapet for analysis measures 12 in long x 4 ft tall x 6 in thick. The parapet is on the roof, so z = h. Use SDS = 1.0 and Ip = 1.0.
A circular seawall is made of concrete. Determine the total weight of the wall if the concrete has a specific weight of γc = 150 lb/ft3.
9. The concrete post is reinforced axially with four symmetrically placed steel bars, each of cross-sectional area is 900 mm2. Determine the cross-sectional area of concrete if the total reinforced area is (300 mm)2. * а. 86.4 x 10-3 m2 b. 0.0864 m2 С. 8.64 х 103 m2 O d. both a & b are correct
Classify the structure below. Fill in the blank if determinate, or indeterminate, or unstable CH
SEATWORK: • Determine by approximate methods the forces acting in the members of the Warren portal. • A& B are fixed supports. 5 kN 1.5m 10 kN D 2m 6 m B 4m
PROVIDE COMPLETE SOLUTION THANKS
9. The concrete post is reinforced axially with four symmetrically placed steel bars, each of cross-sectional area is 900 mm2. Determine the cross-sectional area of concrete if the total reinforced area is (300 mm)2. * а. 86.4 х 10-3 m2 ОБ. 0.0864 m2 С. 8.64 х 103 m2 O d. both a & b are correct
1. IRN 12kN A 30° I KN 5M 12kN * 8 60° 3RN D 5M 609 E + 2kN F 5μ 30 2 KA Given the supports as Gx= 1.5 KN, Gy= 2.75 KN and Cy=9.12 KN गीता Determine using method of section the nature of forces, BD, CD & CE
one-way slab
Design the largest interior and edge panel of the slab for the plan system shown below (Follow the Direct Design Method for the slab analysis). fc′ = 4 ksi fy = 60 ksi. Height of building = 10′, Column dimensions = 12″ x 9″ . Live Load 75 Psf, Additionaldead load =100 Psf. Assume any other necessary data by yourself. Provide drawings of the slab. Consider is one case that the slab is flat without any beams and in another case it has beams 12 inch deep and 9 inch wide. Try to optimize the design as much as possible.