nalyze the frame shown in Figure 1 by Slope deflection method. Draw the shear force and ding moment diagram. 40kN/m 21 B C 60kN 21 I 3m Figure 1 2m A 4m D
Q: 1. An overhang beam carries a uniform load of 3.2 KN/m as shown in the figure. Draw the shear and mo...
A:
Q: 3. OMITTED MEASUREMENTS. FoI given side and the bearing (or azimuth) of an adjo. unknown. Determine ...
A: Table 1, Latitude =L cosθ Departure=L sinθ Substitute all the value of L and θ and find the value of...
Q: The axially loaded column given in the following image is a W14x53 with L = 8.2 m: 2 m 2 m Strong ax...
A:
Q: 50 mm wide, 500 mm deep is reinforced at the bottom with 4-2e-mm-diameter bars and at the top with 2...
A: According to given data A rectangular beam 250 mm wide, 500 mm deep reinforced at the bottom with 4...
Q: 1. Draw the moment diagram for girder PQRST and column BGLQ of the building frame. All columns have ...
A: As per rule I can only answer Question 1.
Q: Determine the section classification of W10x33 if Fy = 350 MPa bf = 202.18 mm tf = 11.05 mm d = 247....
A: Given that for a section W10x33, fy = 350 MPa bf = 202.18 mm tf=11.05 mm d=247.14 mm tw=7.37 mm k=2...
Q: Calculate the absolute and relative errors in the expression: -3bc – 2a –, if the measurement of a =...
A: Given expression, =-3bc-2a-ab=-3×0.35882.0150-24.5435-4.54350.3588=-2.168-9.087-12.66=-23.915 Measur...
Q: A column shown is made from four 300mm x 15mm A36 Steel plates. The column is 9.0m long that is fixe...
A:
Q: GIVEN: W= 215N/m a = 5m El is constant A. Draw the shear and moment diagram.. B. Determine the slope...
A:
Q: A column section b = 400 mm, h = 600 mm is reinforced with longitudinal bars Ast = 12-ϕ20 mm equally...
A:
Q: A theodolite is set up at one end of a level base line 110.0 m long. The line is marked by stakes at...
A:
Q: Determine whether the compression member shown in Figure is adequate to support the given service lo...
A:
Q: Given the set-up shown in the illustration, find the following: a. Equivalent coefficient of permeab...
A:
Q: Determine the equivalent length of 15000m on a graphic scale of a map whose representative fraction ...
A:
Q: A W8x35 with Fy = 345 MPa is used as a compression member pinned at the bottom, fixed at the top. ...
A:
Q: rectangular footing 2.3 m x 3.2 m x 0.34 m thick supports a 300 mm square column at its center. Colu...
A:
Q: beari ngs ес
A: SURVEYING:
Q: WALK AROUND YOUR NEIGHBORHOOD AND FIND THREE EXAMPLES OF DEFORMABLE MATERIALS THAT EXPERIENCED FAILU...
A:
Q: Question 14 A wide flange section has the following properties: bf = 200 mm tf = 7 mm d = 300 mm tw ...
A:
Q: A simply supported beam 300 mm wide, 500 mm deep and spans 5.9 m supports a service super imposed de...
A: This question is related to the Design concrete structure.
Q: An A36 tension plate is 9 mm thick is given below. Bolts are 20 mm. Given that s = 50 mm and g = 7...
A: Given data in question Thickness of plate Diameter of bolt Bolt lines Guage distance To find out ...
Q: The radius and height of a right cylinder are measured at 2.9m and 1.6m respectively with a maximum ...
A:
Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars a...
A: Given, Width of beam=250 mm Depth of beam=500 mm Bottom bars =4-20 mm diameter Top bars=2-16 mm diam...
Q: A civil engineer involved in construction requires 4800, 5810, and 5690 m3 of sand, fin gravel, and ...
A: The given data is shown below: Sand=4800 m3Fine gravel=5810 m3Coarse gravel=5690 m3
Q: 10 KN 20 KN / m 5 KN / m SIMPLE STRESSES A 5 KN / m 50 KN-m 5 KN / m F E 2. Points C and D of the 1....
A: Wooden column=500mmx600mm
Q: : A cable having span of 100 m, dip "h" = 10 m is subjected to a rise is temp. of 10°C. The cable su...
A:
Q: A prismatic beam having 24 mm x 45 mm is reinforced for flexure at the bottom with 3-016. It is simp...
A:
Q: A rectangular reinforced concrete beam has a width of 300 mm and an effective depth of 700 mm. It is...
A:
Q: A jet of 50mm in diameter in figure 4 moving with a velocity of 30m/s strikes a vane which is moving...
A: Given data: v=30 m/s d=50mm a=1963mm2
Q: Compute the Ig and ỹ of the symmetrical l-beam with the given measurements from the figure 150 m 80m...
A:
Q: 3.5m Water 2.5m L Quarter circle shown is 3.2m long and is submerged in water. Determine a) Fh b) Fv...
A: In horizontal force we calculate force considering it as rectangular portion.
Q: A wide flange section has the following properties: bf = 160 mm tf = 14 mm d = 300 mm tw = 11...
A:
Q: 19 An axially loaded tied column must sustain the following service loads: Total Dead Load = 1,...
A:
Q: A T-shaped built up steel beam is composed of 170 mm x 10 mm flange plate at top and a vertical web ...
A:
Q: The dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm. Usi...
A: This question belongs to subject reinforced concrete cement. In this question find out amount of ten...
Q: Solve for the unknown value in table 4. Thanks
A: Projection of line on North south axis is called latitude while projection of line on East west axis...
Q: The kinetic energy of a 4.0 kg object moving at 3.0 m/s is: 1. 12 J *2. 18 J 3. 36 J 4. 48 J
A:
Q: Question 39 A symmetric I-shaped built up steel beam is composed of 220 mm x 10 mm flange plates at ...
A:
Q: A wide flange section has the following properties: bf = 200 mm tf = 7 mm d = 300 mm tw = 7 m...
A:
Q: estion 9 60mm, 60mm 1 100mm 100mm 100mm 100mm A staggered bolted connection has bolts arranged as sh...
A: The given figure is shown below:
Q: Three standard mortar cubes were made using non-potable water available at the job site, and three o...
A: ASTM standards states that ; The Compressive strength for test results can be acceptable when ; - If...
Q: Determine the missing length and bearing in figure 3 in handwriting.
A: This question belongs to subject surveying. In this question find out unknown bearing of lines.
Q: A wide flange section has the following properties: bf = 160 mm tf = 9 mm d = 300 mm tw = 8 m...
A:
Q: For the irregular channel shown, determine: (a) the area of flow, A [m], (b) the wetted perimeter, P...
A:
Q: 340 mm 1. Two plates are connected by bolts as shown in the figure. Compute the bearing stress in ea...
A: To compute the bearing stress in each bolt. Given, Diameter of the bolt = 20 mm Plate thickness = ...
Q: Four charges form an isosceles trapezoid: Q1 = +2C is located at vertex X; Q2 = -3C is located at ve...
A:
Q: Question 1 3.5m Water 2.5m L Quarter circle shown is 3.2m long and is submerged in water. Determine ...
A: As per bartleby policy I can only answer first 4 questions. please re-upload the remaining one
Q: The dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm. Usin...
A:
Q: A column section b = 400 mm, h = 600 mm is reinforced with longitudinal bars Ast = 12-ϕ20 mm equally...
A: Given option are incorrect.
Q: As per NSCP 2015, a minimum shear reinforcement in concrete design shall be provided in all regions ...
A: This q. is from NSCP 2015 code
Step by step
Solved in 7 steps with 7 images
- (a) Draw qualitatively the deflection curve based on the bending moment diagram. (b) Determine the deflections at B and D, and the slope at C by the moment area method. (c) Locate the point of maximum deflection in AB and compute its magnitude. (E = 200GPa, I = 107mm4 )(a) Compute the vertical deflection at C, the horizontal deflection at D and the rotation at A by the virtual work method. (b) If support E moves to the right by 5mm and settles downward by 10mm, compute the additional horizontal deflection at D. Given E=200GPa and I=108mm4 .Draw the shear and bending momentdiagrams and the qualitative deflected shape for the beamshown.
- DRAW THE SHEAR AND BENDING MOMENT DIAGRAM OF THE BEAM SHOWN. SOLVE THE PROBLEM USING MOMENT DISTRIBUTION METHOD. W1 P a L1 L2 W2 73 KN/m 219KN 5.4m 9.10m 11m 36.5KN/mKnowing that the value of the concentrated loads P = 8kN, determine the slope and deflection at C by Moment Area theorems. (E= 200 GPa, I = 60x106 mm4)Using Moment-Area Method, determine the slope at A and B and the deflection at point B of the loaded beam shown. Use E = 150 GPa and I = 110x106 mm4. (Please show moment diagrams by parts)
- Determine the deflection at point C. Use the following parameters: P = 40 kips, w = 3.7 kips/ft, E = 29000 ksi, I = 2700 in4 Answer: -0.664Compute for Rotation at B, Angle B and Deflection at D by applying cutting section at segmet CD considering left loadings.Given (Refer to the pictures): Shear and moment diagram of B2 Requirement: What is the deflection of B2 based on the given references? (KINDLY USE AREA-MOMENT METHOD)