Determine the volume of concrete of Girder G3 from gridline A/3-4 if there are 18identical spans in the plan.Consider the following plan and schedule.PLAN453200740068505750(图) {(1面(862AIC-1C-3.S2S5S5S2S2S6S6*measurement is from center to center of the supportSCHEDULE OF BEAMS AND COLUMNSBEAM MARKB (mm)H (mm)G2500750G3500650ColumnDimension (mm)C-1600 x 600C-2750 x 750C-3900 x 900

Answered: Image /qna-images/answer/575a864a-8c27-478c-bcdc-7bd6cd09018a.jpg

Answered: Determine the volume of concrete of…

Determine the volume of concrete of Girder G3 from gridline A/3-4 if there are 18 identical spans in the plan. Consider the following plan and schedule. PLAN

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: Match types of beams to their names. < 1. Simply supported beam 2. 3. Cantilevered beam 4.…

Q: List and describe the three failure modes of a steel beam without lateral torsional buckling. Also…

A: To enlist and describe- Three failure modes of steel beams without lateral torsional buckling with…

Q: P3) Discuss the stability and D.I. of the following combined structures. beam a) b) c) ·Arch beam

A: I have Solved it plz go through it i hope the concept will be clear

Q: 05: Choose the correct answer (Mcq): 1- For any rectangular section If d= 530 and c 150 mm then the…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: 3- Long direction reinforcement in one way slab is provided to carry: a) Bending stress b) Tension…

A: "Since you have posted a question with multiple sub-parts, we will solve the third sub-part for you.…

Q: is a correct path in the load flow diagram for column C2

Q: Propose and sketch one type of connection for a non-sway frame with simple construction.

Q: Design a simply-supported one-way slab to carry a uniformly distributed live load of 600 psf. The…

A: One-way slab: If the ratio of longer span to the shorter span is equal to or greater than two then…

Q: For a beam of cross section, width = 220 mm effective depth = 500 mm number of rebars of 14 mm…

A: Given data, B = 220 mm d = 500 mm Fy = 500 Rebar diameter 14 mm

Q: 4) If there are room with 5*4 m dinmension draw the reinforced plan for it.

A: Here we have to draw the reinforcement plan for rooms having the dimension 5*4 m Here we have, The…

Q: Explain why should stirrups be spaced closer at the supports based on ACI Code requirements? What is…

A: Stirrups are closed loops of reinforcement bars. The main function of stirrups is to hold the…

Q: A Reinforced Concrete column for a farm building will support the floor of a swine barn over a…

Q: 4) If there are room with 5*4 m dimension draw the reinforced plan for it.

A: Here we have to draw the reinforcement plan for rooms having the dimension 5*4 m Here we have, The…

Q: What is the total load on B-1 if the load rate is 80#/ft^2 (B) 24-0" 1-5 8'-0" C12" BRICK WALL 8:0"…

A: Load rate = 80 #/ft2

Q: 3-519" 7.1' 4-88-8" K 12" * 8-3" ]₁97 7.1' 8-8" -52². 19" * 7.1' 8-g" 1989 5.10 [0/3.50 * 8-8" 4-4 A…

A: To solve this question, first we will calculate the value of the total amount of the moment which is…

Q: Determine a preliminary structural layout and member sizing for a four-story (plus a roof) steel…

A: Given:- outside columns = 250 ft other columns = 350 ft To find:- preliminary structural layout…

Q: Discuss various loads and load combinations to be considered in the design of a roof truss

A: There are 4 types of loads that should be considered when designing a roof truss.Dead load : Dead…

Q: 4. What is the required development length, la, for straight anchorage of an uncoated #5 Grade 60…

Q: Trace the loads through the 2-story structure and show all of the appropriate FBD's of the major…

Q: The concrete pier is subjected to soil pressure that causes the line loads shown. Determine the ff…

A: Given DataDimensions of pierHeight (h) = 4 mWidth (b) = 2.5 m Loading on pierLeft side = 6 MN/m to 4…

Q: Is the arch system under the uniformly distributed load as shown statically determinant? Provide…

A: A truss or frame is statically determinate if all the support reactions and member forces can be…

Q: The concrete beam shown is reinforced with 3 #9 bars. The clear cover is 1.5 in. Throughout and #3…

A: Data given: Beam width = 10 inch Layer = 1 No of bars = 3 Bar number = #9 Bar number for tie = #3…

Q: What is the maximum allowable span for 12 inches-wide by 18 inches-deep beam? 10" 254 mm 103 mm…

A: 12 in wide18 in depth beam

Q: P2.3. Consider the floor plan shown in Figure P2.3. Com- pute the tributary areas for (a) floor beam…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: True or False. determine whether the statements below are true or false per ACI 318-19 Code a) For…

A: a. For beams built integrally with supports, Vu at the support is NOT permitted to be calculated at…

Q: Problem 1: Calculate V, for each beam using ACI code requirements. Assume transverse reinforcement…

A: Case-ICase-IICase-III

Q: A 20m Fink Truss are spaced at ‘S’ meters o.c. the purlins are made up of C10X20 sections and are…

A: To find:maximum moment about major axis in N-m

Q: Q4/ The floor plan shown in Figure 3 contains of one-way and two-way spanning slabs as detailed the…

Q: The Client who is a private investor needs a 5 storey, framed college building. The building…

A: The objective of the question is to understand the relationship between the building form and wind…

Q: For the beam and loading shown determine the max required width b knowing that for the grade of…

Q: The main span of Bridge A (2100 feet) is _____percent shorter than the main span of bridge B (4300…

A: Given data in question Main span A Main span B To find out Percentage shorter

Q: The supporting beams for the pool deck in Fig.1 are designed as simply supported with effective span…

A: Solution:-

Q: Derive the equation for the minimum percentage of lateral reinforcement for spiral columns? Derive…

A: The helical reinforcement of the column takes more load compared to the tied column due to the…

Q: 3. A reinforced rectangular concrete beam having a width of 300 mm, effective depth of 500 mm, fc' =…

Q: Determine the preliminary structural plan for a 10-story (plus a roof) steel residential building…

A: To determine the preliminary sizing and layout for the office building, determine the spacing of the…

Q: Q5: Choose the correct answer (Mcq): 1- For any rectangular section If d= 530 and c 150 mm then the…

Concept explainers

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.

Question

Determine the volume of concrete of Girder G3 from gridline A/3-4 if there are 18
identical spans in the plan.
Consider the following plan and schedule.
PLAN
4
5
3200
7400
6850
5750
(图) {(
1面(8
62
A
IC-1
C-3.
S2
S5
S5
S2
S2
S6
S6
*measurement is from center to center of the support
SCHEDULE OF BEAMS AND COLUMNS
BEAM MARK
B (mm)
H (mm)
G2
500
750
G3
500
650
Column
Dimension (mm)
C-1
600 x 600
C-2
750 x 750
C-3
900 x 900

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 with 2 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

Why does ACI Code Section 9.7.3.2 define "points within the span where adjacent reinforcement ter- minates" as critical sections for development of re- inforcement in flexural members?
For a beam of cross section, width = 250 mm effective depth = 520 mm number of rebars of 12 mm diameter required to satisfy minimum tension reinforcement requirement specified by IS: 456-2000 (assuming grade reinforcement as Fe 500)?
Given the tabulation below, compute for the following: 1. Storey Shears, Vx 2. Storey Forces, Fx 3. Compute the Overturning Moment 4. Compute the Resisting Moment 5. Compute the Factor of Safety 6. Is the building safe against overtuning, Explain? Tabulation: Level Wx hx Wxhx Fx Vx Floor Ht. Fxhx(KN.M) RD 1950 3.5 7 1800 3.5 1800 3.5 5 1700 3.5 4 1650 3.5 3 1550 3.5 2 1500 3.5 1. 1400 6. Design Parameters: 1. Assuming the total base shear V is 1800 KN and T=0.64 secs. Since the value of T<0.70 secs, the value of F; is equal to zero. The remaining lateral forces can be distributed using the following formula; 2. Considering the height-width ratio to 0 .50 or less, if the total height of the structure h=24m, let us assume the width of the building shall be 14m in both direction.
Please solve it ASAP will give an upvote for sure
3. Design a rectangular for MD = 250 k-ft and ML = 245 k-ft. The maximum beam dimensions are b =15 in and d = 20 in; d' = 4 in. Use a concrete strength of 4,000 psi and Grade 60 reinforcement. 16" 23" A, 3" 15"
I need the answer as soon as possible
1. A 20m Fink Truss are spaced at ‘S’ meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is ‘RLL’ N/m2 of roof surface and roof covering is assumed to be ‘RDL’ N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Fy = 248 MPa. C10X20 properties: w=29.76kg/m, A=3787.09mm2, Ix=32.84x106mm4, Iy=1.17x106mm4, Zx=317.91x103mm3, Sx=258.92x103mm3, Zy=44.25x103mm3, Sy=21.47x103mm3 S (m) RLL (N/m^2) RDL (N/m^2) 6.00 900 900 a. Considering sag rods and tie rods at midspan, what is the maximum moment about major axis in N-m? (2 decimal places) b. Considering sag rods and tie rods at midspan, what is the maximum moment about minor axis in N-m? (2 decimal places) c. Considering sag rods and tie rods at midspan, what is the interaction value for combined moment? (2 decimal places)
draw provide a 350x350 mm size concrete pier with a height of 900 mm from the concrete slab and reinforced with 8-16 mm diam. v.b. & 10 mm ties spaced 1 @50, 4 @100,rest @ 150 mm oc.
1. What is the most appropriate construction material to use in the Philippines? Please explain why. 2. Can you please describe this example of Arch in the picture?
Under what circumstances will de use of an arch become appropriate
A big box retail store is built with CMU bearing walls around its perimeter. The store measures 450 ft across the front and back and 360 ft across the sides. The walls are 28 ft tall and are reinforced horizontally with truss bars in alternate courses and vertically with #4 bars 32 in. on-center. There is an 8” tall bond beam running around the full perimeter of the building at the roof level (24 ft) to support the roof framing. The openings in the CMU walls, and the associated lintels are as follows: Opening Location Quantity Size Lintel Lintel Rebar Door Front wall 2 8’-0” x 10’-0” 16” tall CMU 2, #4 Door Side wall 2 each side 8’-0” x 4’-0” 8” tall CMU 1, #4 Door Back wall 3 8’-0” x 9’-0” 16” tall CMU 2, #4 Window Side wall 2 4’-0” x 3’-0” 8” tall CMU 1, #4 Note: each lintel should be a multiple of 8” long and have 8” of bearing on each side of the opening. Opening sizes are listed as height x width…
i need the answer quickly