Please draw the FBD of the frame. Consider the following properties given below. 3 m3 m*Members along Line 14 m20 kN15 kN*Members along Line 310 kN12Di L4 Hi*Members along Line 4CBARegular Hexagon with side = 300 mmmm3 mFor the frame provided below, consider the following properties:*Members along Level 2L3 GL2 FElmmmEquilateral Triangle with side = 650 mm3m3K!mm*Members along Level 3Regular Trapezoid with longer side = 500 mm, shorter side = 400 mm, Height = 500 mm3 m*Members along Level 4Regular Trapezoid with longer side = 300 mm, shorter side = 200 mm, Height = 400 mmM₁mHollow Circular Tube, Outer Diameter = 550 mm, Inner Diameter = 350 mm*Members along Line 2Hollow Square Tube, Outer Breadth & Height = 500 mm, Inner Breadth & Height = 300 mmHollow Circular Tube, Outer Diameter = 400 mm, Inner Diameter = 300 mm

Answered: Image /qna-images/answer/141e8dbf-59c5-4e78-b64d-448839ff8b29.jpg

Answered: Please draw the FBD of the frame.…

Engineering

Civil Engineering

Please draw the FBD of the frame. Consider the following properties given below.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Q5/ The simply supported beam shown in Fig (5) consists of a W200 59 structural steel wide-flange…

A: E = 200 GPa, I = 60.8 * 106 Beam: W200 * 59

Q: how do you determine The highest possible design speed for the curve how do you assume whats correct…

A: The highest possible design speed for the curve: It is obtained by comparing the calculated middle…

Q: H.W.13: For a simply supported beam with span 6.0 m, determine the area of steel required to…

Q: A triangular channel with apex angle 60° is 3 carrying a uniform flow of 4.25 m/s with a depth of…

A: A triangular channel- Apex angle=60o Uniform flow Q=4.25 m3/s, Depth of flow y=1.45 m, Manning's…

Q: DRAW V AND M DIAGRAM 18 KN 4₁ A ja kN/m 3m Am Im 10 kN/m 3m 777 B

A: Draw the shear force and bending moment diagram of the beam.

Q: A rectangular foundation of plan size 5 (B) × 10 (L) m is to be designed to carry a load of 86.6 MN…

A: Width of the footing, B = 5m , Length of footing , L = 10m , Dry Unit Weight,Saturated Unit Weight ,…

Q: 1. For a constant head laboratory permeability test on a fine sand, the following values are given:…

Q: Situation 12 - A simply supported beam has a span of 12 m. The beam carries a total uniformly…

A: Simply supported beam has span 12m and it's carries total 28 KN/m uniformly distributed load.…

Q: A triangular channel with apex angle 60° is carrying a uniform flow of 4.25 m³/s with a depth of…

Q: For the beam shown whose rectangular cross-section is identical with base 350mm and height 750mm,…

A: The loading diagram is shown below. Cross-section b = 350 mm h = 750 mm The reactions have to be…

Q: Areal Precipitation 4. Determine the areal rainfall of the given drainage basin below using: a.…

A: A drainage basin as shown- Rain gauge readings given as- PA =30 mm, PB =40 mm, PC =10 mm, & PD…

Q: Using FACTOR METHOD: *Solve for all members on the frame provided: 1. Axial forces 2. Shear forces…

A: To find- 1. Axial forces 2. Shear forces 3. Moments

Q: An embedded beam is subjected to the loads shown. Determine the stress produced at points A, B ,C, D…

Q: Question 3: Please give simple reason for it. What failure is most likely to occur in a gas turbine…

A: A gas turbine blade operating at high temperature can experience failure. We need to determine the…

Q: How does one go about testing a structural database, and how does this mode of testing vary from…

A: Database Structural Testing Testing a structural database involves verifying its…

Q: 6m note: Moment acts 1m from the free end. 20 kN/m 6m 700 kN-m 40 kN/m

Q: How do you find part C? The answer is 54 degree

A: Resultant couple =2.88N-m = 288 N-cm d=42cm To find value of angle alpha

Q: 1. Determine the horizontal deflection at joint E and the rotation of joint D of the frame shown in…

Q: 23. Find the perimeter of the polar curve r = 4 sin 0. a. 4π b. 8 c. 16x d. 2π 24. A helical spring…

Q: Q1/ Purchased price mechanism of ($130,000), and an estimated economic life (8) years estimated…

A: Calculation of depreciation during second year and fifth year and book value during fourth year and…

Q: For a falling head permeability test, the following are given. Length of specimen is 380 mm, are of…

Q: Problem Solving: Round off your final answer to 2 decimal places. 3 m 3m 4 m 20 KN 15 kN 10 kN…

Q: A cantilever beam is loaded with a uniformly distributed load of kips/ft, as shown in figure below.…

A: EI = Constant Determine the equation of the elastic curve of the beam using Double Integration…

Q: Given a simple circular curve, in feet, with the following known information: = 25°10'45" • Da =…

A: I=25°10'45'Da=8°15'00''STA PI = 30+89.45 To find: deflection angle to station 30+00.00

Q: In the military, as marching soldiers approach a bridge, the command “route step” is given. The…

A: The command "route step" is given to marching soldiers as they approach a bridge to allow them to…

Q: B) Prove that %₁ = (1-n) (1 + wc) Gs/w

Q: A two lane single carriage-way is to be designed for a design life period of 15 years. Total two way…

Q: road is designed for a design speed of 65 mph. The road has a total of 8 lanes across both rections.…

A: V= 65 mph = 104.6 km/hr lanes = 8 To find: 1. Minimum curve radius for that road: 2. the lateral…

Q: 2. A concrete column and cantilever beam as shown P lm The known loads: = 600 kN Pp PL = 400 KN fc'…

A: Given; PD = 600 KN PL = 400 KN fc' = 30 Mpa fy = 420 Mpa

Q: Prove that = (1-n) (1 + wc) GsYw

A: Given : A relation between Bulk Unit Weight; Water content; Specific gravity; Unit weight of…

Q: For the beam shown above where P = 800 kN, a = 5 m, and b = 7 m; Calculate the magnitude of the…

Q: A submerged clay layer has a thickness of 8m. the water content of the soil particles is 50%. The…

A: A submerged clay layer Thickness (Z) = 8m Water content (w) = 50% = 0.5 Specific gravity (G) =…

Q: Values An overhanging beam is carrying the following loads: • P= (refer to the table at the last…

Q: 4 kN -3m- +15m+15m+ 20 kN/m D 30 kN -1.6 m- 0.8 m B -3m- B 4 kN

Q: P5.38. (a) Draw the shear and moment diagrams for the frame in Figure P5.38. Sketch the deflected…

A: a) Free body diagram: Compute the support reactions: ΣFx=0HA+4=0H=-4 kΣFy=0RA+RE=2.4×24+12=69.6…

Q: 5.3 Four race cars are traveling on a 2.5-mile tri-oval track. The four cars are traveling at…

Q: What does an Environmental Scientist/Engineer do? What are all their duties?

A: Environmental engineers use the principles of engineering to identify and develop a solution to…

Q: Use the " Double Integration Method" Calculate the maximum deflection if El = 400 000 kNm^2 Note:…

A: Given: Required : Maximum deflection

Q: Consider a continuous flight auger pile in a sandy soil de- posit 10 m long with a diameter of 0.45…

A: Given:

Q: Terminal Velocity 3. Given: Atmospheric pressure = 101.3 KPA Air density = 1.20 kg/cubic meter Size…

A: Atmospheric pressure =101.3kpA , Air Density = 1.20kg/cubic meter Size of rain droplet = 0.6mm ,…

Q: Tow super-elented concentric roadway s 5 Separated by a distame of 12.19m between their center…

A: Separation distance between two super-elevated concentric roadways = 12.19m Radius of Inside Road =…

Q: 2. The driver of a car, applied brakes and barely avoided hitting an obstacle on the road. The…

A: Skid length L=25 m, Speed V=55 km/h, Coefficient of friction f=0.5, Reaction time t=2.5 s, To Find-…

Q: 30 cm diameter concrete pile is driven in a normally consolidated clay deposit 15 m thick. Estimate…

Q: Tow super-elented concentric roadways Separated by a distame of 12.19m between their center Lines,…

A: Given; Distance between centerlines (D) = 12.19 m Radius of the inside road (R) = 304.8 m Rate of…

Q: A 25 mm wide, 1 mm thick strip is rolled to a final thickness of 0.6mm. It is noted that the strip…

Q: The vertical shear force of 20 KN is applied to the beam of cross section shown.If beam dimension H…

A: Shear force (V) = 20 KN Determine the shear stress at neutral axis of the section.

Q: Calculate the equivalent spherical diameter of a 10 μm cube, using equivalence by: perimeter,…

A: Cube of size (x) = 10µm Equivalent Spherical diameter of cube, using equivalence by 1) Perimeter = ?…

Q: 1 d oh F₁=3 kN en F₂-2kN f m

Q: A surface water treatment plant operates round the clock with a flow rate of 35 m³/min. The water…

A: Surface water treatment plant- Discharge, Flow rate, Q=35 m3min. Gt=4×104 Alum dosage = 25 mglit.…

Q: Two specimens of clay A and B are tested in a consolidated apparatus. If: (mv)A = 3.6 x 10-4 m²/kN…

A: To determine the ratio of KA/KB

Concept explainers

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

Please draw the FBD of the frame. Consider the following properties given below.

3 m
3 m
*Members along Line 1
4 m
20 kN
15 kN
*Members along Line 3
10 kN
1
2
Di L4 Hi
*Members along Line 4
C
B
A
Regular Hexagon with side = 300 mm
mm
3 m
For the frame provided below, consider the following properties:
*Members along Level 2
L3 G
L2 F
El
mmm
Equilateral Triangle with side = 650 mm
3m
3
K!
mm
*Members along Level 3
Regular Trapezoid with longer side = 500 mm, shorter side = 400 mm, Height = 500 mm
3 m
*Members along Level 4
Regular Trapezoid with longer side = 300 mm, shorter side = 200 mm, Height = 400 mm
M₁
m
Hollow Circular Tube, Outer Diameter = 550 mm, Inner Diameter = 350 mm
*Members along Line 2
Hollow Square Tube, Outer Breadth & Height = 500 mm, Inner Breadth & Height = 300 mm
Hollow Circular Tube, Outer Diameter = 400 mm, Inner Diameter = 300 mm

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: Given

VIEW

Step 2: Moment of Inertia of girders

VIEW

Solution

VIEW

Step 3: Moment of Inertia of columns

VIEW

Step 4: Determination of K-factor

VIEW

Step 5: Girder factor

VIEW

Step 6: Column factor

VIEW

Step 7: Determination of Moment factors

VIEW

Step 8: Column moments

VIEW

Step 9: Beam moments

VIEW

Step 10: Beam and column BMD

VIEW

Step by step

Solved in 11 steps with 19 images

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

A tee section is made up of a 30 mm *150 mm flange and a 30 mm * 160 mm web. 5. Which of the following most nearly give the location of the neutral axis from the buttom of top of the flange. A. 64 mm B.68 mm C.51 mm D.84mm
Problem 14 , 3 parts ....plz solve all parts I vll upvote
P = 54 a = 2
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The depth of the compression block is _mm. A. 136.00mmB. 146.00mmC. 126.00mmD. 156.00mm
A support is a fixed support, B is a movable support, and the distance of the cantilever in both directions is given as 3 m, triangularThe normal force (N), shear force (V) of the frame system acting on distributed loads, uniformly distributed loads and single loads.draw bending moment (M) diagrams? (AC = 1m, CD = 2m, Console overhangs: 3m, OD = 4m, OE = 4m,BE= 2m)
A W21 x 50 spans 11.0 m on a simple span. The compression flange is laterally supported at the third points. A36 Steel is used. Properties of W21 x 50 section A = 9,484 mm2 bf = 165.9 mm d = 529.1 mm tf = 13.6 mm tw = 9.7 mm Ix = 409.57 x 106mm4 Iy = 10.36 x 106mm4 w = 0.73 kN/m Sx = 1548.58 x 103mm3 Sy = 125.20 x 103mm3 a. Determine the allowable bending stress of this beam. b. Determine the allowable superimposed uniformly distributed load be place on this beam.
10 GN/m² to kip/inch²
Draw ILD of below diagram ME , RC, VD just right and RA.
The floor system used in a school classroom consists of a 4 in. Reinforced stone concrete slab. Sketch the loading that acts along joints BF and side girder ABCDE. Covert English to metric unit.
3. Two 10”-15.3 lb channels are welded together as shown in the figure. Find themoment of area of the upper channel about the horizontal centroidal axis xo of the entire section.
Draw completely the AF-d, V-d, & M-d of the following frames showing all steps of the solution. Write down anyassumptions or FBD you needed to solve.
Use VIRTUAL WORK METHOD to answer the questions below considering the truss shown in the figure. Assume A= 1200 mm2 , E = 200 GPa , and α = 12x10-6/°C. - Axial Foce Memeber on ED choices: -10.87 , -9.64 , -0.18, 16.78 , 2.1, -5.88, 11.18, 14.25 - Absolute Value of Axial Force on member AE choices: 3.265, 2.236, 7.811, 6.682, 0.741, 0.362, 1.286, 6.981 - Vertical Displacement of Joint A in mm due to external force only. choices: 0.888, -0.619, 0.621, 0.322, -0.887, -0.322, -0.887, -0.322, -0.184, 0.895