IS 456 **Transcription for Educational Website:**3-2 A rectangular section with width \( b = 200 \, \text{mm} \) and depth \( h = 450 \, \text{mm} \) is to carry a design bending moment \( M = 145 \, \text{kN} \cdot \text{m} \). The concrete is of grade C40 and the tensile steel is of HRB400. The tension reinforcement \( A_s \) is required.

Given data:Width of rectangular beam section = b = 200 mmOverall depth of the section = h = 450…

3-2 A rectangular section with width b=200mm and depth h=450mm is to carry a design bending moment M-145kN m. The concrete is of grade C40 and the tensile steel is of HRB400. The tension reinforcement A, is required. .

3-2 A rectangular section with width b=200mm and depth h=450mm is to carry a design bending moment M-145kN m. The concrete is of grade C40 and the tensile steel is of HRB400. The tension reinforcement A, is required. .

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: E50 1.56q + 0.56 log 99 + 0.044q. + 0 %3D 1000 52500 99

A: 501000=1.56q052500+0.56 log(99+0.044q099)+00.05=1.56q052500+0.56log(99+0.044q099)+0multiplying whole…

Q: where did 56.11 or 56.41 in 2nd line on corrected length of the line come from after the value of -…

A: Given: Measured length of line, L = 2538.45 m Tape length, lo = 45 m Required: To explain how…

Q: Convert 6.76538 rad to DMS to the nearest second. In your answer, separate each unit by a comma and…

A: DMS: Degree minute second We know 2 π radian is equal to 360 degree And 1 degree equals 60 min And 1…

Q: Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. S3 79.0g S1 111.7715g 144.3233g s2 E…

A: Step 1

Q: 5. Point P1 has coordinates N 5000.000 E 6000.000 Point P2 has coordinates N 5100.000 E 5800.000…

A: Note:- We are not allowed to provide handwritten solutions. Given:- The coordinates of point P1 = N…

Q: Example 9.2. From two triangulation stations A and B the clockwise horizontal an station C were…

A: Given:- Angle BAC=50 o05'25" Angle ABC=321o55'44" To find:- coordinates of C

Q: AZIMUTH COURSE DISTANCE (m) FROM SOUTH 1 -2 269.90 Unknown Unknown 75 00' 141 18' 2-3 3-4 199.88 225…

Q: 125845.64 international feet ?

A: 1 Foot: International survey foot defined as exactly 0.3048 meters by convention in 1959. This is…

Q: Compute the latitude for the following line: N 05⁰-40'-57" W 268.74' + 26.6095 O-267.4194 O-26.6095…

Q: ● Find the total area of rectangle below Close traverse W N O | 131 S 5 m.

A: Distance and bearing of the traverse is given as Line Distance (m) Bearing AB 3 m 31o BC 5 m…

Q: O. Convert the arca 4.2 cm at a map (1/5000) in Don, Olk, m?

A: Given that: Area on map = 4.2 cm2Reperesentative factor of the map, RF = 15000

Q: Line AB has an azimuth of 322° 40' 20" (origin point is B). Find the principal angle in degree for…

A: Given data : Line AB has an azimuth of 322° 40' 20" Find the principal angle in degree for line AB

Q: 2. The buildine is to be constructed on a lot shown below. Calculate the distances of lines (1-2)…

A: The given data is: S. No. Line Distance Bearing Whole Circle Bearing 1. 1-2 d1-2 N86°52'22''W…

Q: Calculate: Radius of Curve Chainage of A and B Set out curve by Rankine method

A: angle AOI=φ2=20° In triangle AOIcos20°=R/OI0.9397=R/300R=282ft.

Q: The coordinates of DEF are D(4,3),E(7,3),and F(6,8).If you translate DEF 4 units left and 3 units…

A: Before translate, Coordinate of F ( 6, 8 ) x coordinate = 6 y coordinate = 8 Translating 4 units…

Q: How did you get 42799.532?

A: Problem Explain the steps taken to get 42799.532

Q: What is the length of side "b" to the correct number of significant figures? B A O 300.92' O…

Q: calculate the linear misclosve

A: Fore bearing is the bearing of a given line in the direction of survey and back bearing is the…

Q: I want the missing third location

A: Approach to solving the question: through analyzing the pattern of the given measurements. Detailed…

Q: N 24 由 04 X от BA 0 G T OJ აი OF 04 D OL шо ΟΝ M о 500 Scale in feet Geologic Cross Section: Figure…

A: The construction of a geological cross-section involves the interpretation of the rocks arrangement,…

Q: 1 Calculate the position of the shear centre of the beam section shown in Fig. P.10.20. Ans. 0.61r…

A: Given:- A beam section i.e. quarter in shape is given The radius of the quarter = r To determine:-…

Q: only typing

A: This question is related to Engineering mechanics from Civil Engineering Given - Equation y=5-6x…

Q: Calculate the coordinates of points B and C of the connecting polygon

Q: Where is the southwest corner of Section 32, T1N, R1E, Humboldt Meridian located? O About 2 miles…

A: The Humboldt meridian in California longitude 124° 07' 10" west from Greenwich, common points the…

Q: Surveying )Find the FB. of the following lines from their B.B. Line AB=75° 30', Line CD=110° 30'…

A: Given, Fore bearing of , Line AB=75° 30' Line CD=110° 30' Line EF=220° 30' Line GH=280° 30'

Q: How to find the measure of the lines? 60 degrees, 127 to 53 degrees, and 125 degrees. Area =…

A: A figure in which the area and perimeter arearea = 144.1672 perimeter = 71.8077needs to find the…

Q: LINES BEARING DISTANCES АВ N 28° E unknown BC Due East 250.62 m CD S 32° E unknown DA Due West…

Q: 18. From the shown figure below, determine the unknown data. LINE LENGTH BEARING AB 415.50 N70 15'E…

Q: Find the area of a piece of land with an irregular boundary as follows: Sta. Offset Distance (m.)…

Q: Give the location dimensions to the three (3) Ø.437±.005 holes from C .

A: The given data is shown below: 3 ∅.437±0.005 holes from C

Q: Determine degree of total indeterminacy

Q: Explain what we mean by a force and give examples of different forces.

A: Force- It is defined as a quantity that causes any object to undergo any motion. Mathematically it…

Q: What do you mean by? AEW , sMTI

A: AEW :- Airborne Early Warning An airborne early warning is defined as a system in an airborne radar…

Q: Given the technical description of a triangular lot below. Lines Вearing Distances(m) АВ N 40-00-00…

A: In N-W : Lattitude +ve and Departure -ve In N-E : Both positive In S-E : Lattitude -ve and…

Q: A circular shape land has an area of 122.718cm² on a map having a scale 1/500. What is the area of…

Q: Give the location dimensions to the three (3) Ø.437±.005 holes from B

A: Consider the given plan.

Q: below. Find the bearing of line DE and the length of line EA of the closed traverse given the…

A: Given The traverse is a closed traverse.

Q: In the Given Tabulation LINE BEARING LENGTH 1-2 S04°22'40"W 48.19m 2-3 S75°14'00"W 35.69 3-4…

Q: 3. у" — Зу' + 2у %3D 2x2 |

Q: Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767

A: 1. For the first pair, 51 = 3 x 17 357 = 3 x 7 x 17 2. For the second pair, 11571 = 3 x 7 x 19 x 29…

Q: -18- (45.52) (40.00) 5000.00 ft N 10,000.00 ft E 4990.54 ft N 15,665.34 ft E (b) Exercise 4 5.…

A: Solution This can be analyzed on the basis of proportioning of distances in the fields using…

Q: LINES BEARING DISTANCES AB N 28° E unknown BC Due East 250.62 m CD S 320 E unknown DA Due West…

A: Given data in question Bearings Lengths Closed Traverse To find out Unknown length Note Convert…

Q: 5m 300 N 5 m 180 N om the given figure, find the moment at point O in Nm.

Q: Irregular Area = 1930 m2 and the offsets from line AB to the Irregular line ( h1, h2, h3 , h4 , h5 ,…

A: Area = A = 1930m2 h1 = 30m h2 = 28m h3 = 15m h4 = 27m h5 = 22m h6 = 13m h7 = 10m

Q: 1. The result of a fiekd survey of a closed traverse is shown in the figure. Check the traverse for…

A: The latitude of the line is defined as the projection of the given line in the north-south…

Q: The Notes of The Cross Section of earth work is Indicated below. The width meters Station 2+ (328+…

Q: Which of the following has the highest shape factor? O W360X57.8 O W360X64 O W360X79 O W360X51

A: The ratio of the section's plastic moment to its yield moment is known as the shape factor.

Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

IS 456

**Transcription for Educational Website:**

3-2 A rectangular section with width \( b = 200 \, \text{mm} \) and depth \( h = 450 \, \text{mm} \) is to carry a design bending moment \( M = 145 \, \text{kN} \cdot \text{m} \). The concrete is of grade C40 and the tensile steel is of HRB400. The tension reinforcement \( A_s \) is required.

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Given information:

VIEW

Step 2: To determine the tensile steel reinforcement required:

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 6 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

Please help I need this solution urgently.
Calculate the coordinates of the polygon
8.683 * 0.4039
Elementary beam theory predicts that the axial bending stress ox in a prismatic beam is given by: ox = (M.I,M,L)y+(M,I.-M.I.) (1,1₂-13/2) where My and M₂ are bending moments applied to a cross-section, and where ly, lz and lyz are second moments of area in the usual notation (Oxyz is a Cartesian coordinate system in which the x axis corresponds to the centroidal axis of the beam). (iii) A Z--section beam has the cross-section shown overleaf (see Figure QB2). The second moments of area of the section about the y and z axes are given as;; ly = 1.12x106mm² and I₂ = 2.87x106 mm4. Show that lyz = 1.35x106 mm² (use the parallel axis theorem). 100 60 10 y -10 10 60 Figure QB2 N (iv) Bending moments Mz = 2.0 kNm and My = 0 kNm act on a cross- -section of the beam of part (iii). Obtain an expression for the bending stress and sketch the orientation of the neutral axis with reference to the y and z axes. What is the maximum tensile value of the axial bending stress and where does it occur?
1.00 0.75 В 2.00 F 1.50 1.25 0.50 H. 0.25 2.25 A Point of Origin (0,0) 3.00 Figure 1: Angle Spacer Points Absolute Coordinates Relative Rectangular Relative Polar Coordinates Coordinates A F B.
What is 2 in the part of outer diameter computation?
What is the distance between point A and point C? A 45°52' 38" C 98.13' B
Convert 42.203° to DMS and round to the nearest second. In your answer separate each unit with a comma and no space. Ex: 32,44,01
32.987 +1,993.25 + 520.09
8.905x0.0049
DIVIDING A TRACT OF LAND INTO TWO PARTS BY A LINE BETWEEN TWO POINTS
E Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by the curve EF and line EF. R Angle theta = As given on Carmen G Point X- ft Y - ft A 500 500 B 1000 600 C 1500 1100 1300 2000 А E 700 1800 F 300 1000 Compute the area bounded by A, B, C, D, E, Arch EF and closing on A (The whole parcel in the blue lines). Report area in Acres with 4 decimals precision. Angle theta = 44° 00' 00"