What the Top and Bottomreinforcement at area A in X-direction ? (you can use the symbolФ)*6.0--6.0Aø12@200mmBBØ12@150mmCØ16@200mmArea ADø12@250mmEØ16@250mmADimension in mFigure (1): Slab with beams0.5-3.53.54.5(B)

Dia 12 at 200 mm spacing is the answer

What the Top and Bottom reinforcement at area A in X- direction ? (you can use the symbol Ф) * 6.0- -6.0 Aø12@200mm BØ12@150mm B CØ16@200mm Arca A Dø12@250mm EØ16@250mm Dimension in m Figure (1): Slab with beams 0.5- 3.5 0.5 (B)

What the Top and Bottom reinforcement at area A in X- direction ? (you can use the symbol Ф) * 6.0- -6.0 Aø12@200mm BØ12@150mm B CØ16@200mm Arca A Dø12@250mm EØ16@250mm Dimension in m Figure (1): Slab with beams 0.5- 3.5 0.5 (B)

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: Part I 1. Compute the force in each member of the Warren truss shown in Fig. 1000 Ib 3000 Ib в…

Q: Fill in the blanks: The steel rod is stress-free before the axial loads P₁ =169 kN and P2 = 88 kN…

Q: Situation 8: Light grade steel channels are used as purlins as shown in the figure. The top chords…

A: Loads acting on buildings and other structures are broadly classified as vertical loads, horizontal…

Q: Determine the force in each member of the truss using the method of joints. State if the members are…

A: The given data is: Load at joint B = 400 N

Q: Refer to figure SD-07Q007. Given: Slab thickness 150 mm Dead load=4.8 kPa (superimposed) Live load =…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: The diagram shows the cross section of a uniform hinged gate at the bottom of a water tank. The side…

A: Given :

Q: 4. A wood post 12 in. by 12 in. is braced by four steel angles. The wood post and the pieces of…

Q: A one room service building is shown in Fig (1), All walls are bricks walls with thickness -0.36 m…

Q: Mx=20 kip, section made of two 3x10", one 0.5 x 10 QUESTIVI Calculate the The maximum normal stress…

A: Given A composite beam Required Maximum normal stress in steel

Q: A wooden beam is fabricated from three boards to form a double-tee cross section. Assume L1 = 14…

Q: (4) 30 t W 27x84 A992 steel (a) If the beam is not laterally braced 4 Mn= ? 6) If the beam is…

Q: What area of steel is provided (per ft width) for No 6 @ 9"o.c.? O 0.66 in² O 0.88 in² O 0.59 in² O…

A: In the given question rebar number is given as 6 and 9" bar spacing Use the table and find area in…

Q: The dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm.…

A: This question belongs to subject reinforced concrete cement. In this question find out amount of…

Q: 700 mm 1970047 OR19700 970047 0 I100 mm 0047 031970047 0 600 mm 70047 03170047 0 1970047 0 G A-5020…

A: for this given concrete 1) determine depth of N.A Cu=0.36fckbfxuT= 0.87 fyAstC=T0.36fckbfxu= 0.87…

Q: The lower ends of the three bars shown are at the same level before the uniform rigid block weighing…

Q: 60 KN A BLOCK SHOWN IS SUBJECTED TO A TRIAXIAL LOADING OF THREE 40 mm UNIFORMLY DISTRIBUTED FORCES.…

A: As per guidelines we need to answer only 1st 3 subparts of the question.

Q: • width of beam, b = 350 mm • thickness of beam, t = 450 mm • f'c = 20.7 MPa • fy = 415 MPa • steel…

A: Answer We need to find the ultimate moment on the beam. Ultimate Moment(Mu) will be equal to maximum…

Q: b1 MA da B MB Ax b3 Calculate the cross-sectional area of the top flange (1), the bottom flange (2),…

Q: A simply supported beam is loaded as shown in the figure. Determine the critical spacing provided…

Q: Design a section of a concrete beam reinforced for tension only. The beam is simply supported on a…

A: Given data, clear cover= 40mm clear spacing=25 (minimum) minimum bar size=16 mm n=9 f'c=20.70 MPa…

Q: SITUATION II: Calculate the permissible tensile load P 50 under the following conditions: Fy3248…

Q: The built-up section shown below is fastened together by passing two 10 mm diameter rivets through…

A: For Given ; IPE 400 X 180 h = 400 mm b = 180 mm IXL = 23130 cm4 = 2.313 × 108 mm4 Ix = 2.313 × 108…

Q: Determine the force in each member of the Warren truss shown in Fig. 10.20(a).

A: Support Reactions : ∑Fy = 0RA + RE = 24 + 30 + 12 = 66 k ...............(1)∑Fx = 0 ⇒ HA = 0 kTaking…

Q: Assume the shapes shown below have the same material, cross-sectional area, overall depth, and…

A: Part 1 As shear stress is inversely proportional to the area of the flange. The section (b) will…

Q: ارسم الشكل التخطيطي ل ل لوح المبين والذي كتلته ۲۰۰ كجم وهو مرتكز على مفصلة عندA( وعجلة عند )C(. The…

A: The given figure is shown below:

Q: A monolithic floor framing plan is shown in the figure. The columns are 300 mm square, girders are…

Q: From the given figure: W = 2.4 KN L2 = 1.2 m L1 = 1.2 m L3 = 1.2 m BC is 75 mm wide x 10 mm thick…

Q: The nominal strength for block shear in LRFD is given by; Rn = 0.6FAny+FuAnt %3D 0.6FyAgy+FuAnt What…

A: We have to determine that which of the given option is correct as per asked in the question that…

Q: Is the beam cracked at service loads? The cracking moment is Mer Compute I, for the uncracked…

A: NOTE: Due to some technical error, you may find some difficulty in reading the symbols and formulas.…

Q: Solve the given truss problem and find out member stresses using FEM. 1000 kN 3000 kN B D…

Q: Analyze the bar forces in the trusses shown: Note: Bars 1-3 and 6-7 both make an angle of 30° with…

A: Finding out member forces.

Q: Problem # 6: The figure shows a roof truss and the detail of connection at joint I. The allowable…

Q: A wooden joist 15 cm deep by 7.5 cm wide is reinforced by gluing to its lower face a steel strip 7.5…

Q: Design a slender unbraced rectangular column with the following data : bne 221.0 Size of column = 25…

Q: : The continuous beam shown in figure below ha a positive reinforcement consists of (4#19 bars)…

A: Consider the cross-sectional layout of the beam Calculate the factored load on the beam

Q: SITUATION. Two 350-mm wide, 10-mm thick plates are spliced together to form a tension member as…

A: Fy = 345 MPa Fu = 448 MPa

Q: Sample Problem TABLE VIII-2. PROPERTIES OF STRUCTURAL SECTIONS IT Y. | x. Angle Channel alculate the…

A: 1) GIVEN- L8×4×1A1=11 inIX1=11.6inC12×20.7A2=6.03 inIX1=128.1iny2=8-0.7y2=7.3in

Q: Problem II. The fabricated steel members are being assembled into a truss on-site in the…

A: Given, the frame ABC & DEF moves ∆L each=3.3 mm AC=3∫L=4.2426 BC=3 E=200×106 l=cos θ m=sin…

Q: H.W.4 Two 6-in.-wide wooden boards are to be joined by splice plates that will be fully glued onto…

A: The smallest allowance length L Solution 6 wide cupboard in Double Shear…

Q: 6. Which among the following is the formula for Force when it strikes the plate? a) pav? b) pav c)…

A: Which among the following is the formula for Force when it strikes the plate?a) pavb) pavc) pad) maE

Q: sing the COD and equations and show your work 3. 1 shows the second floor concrete slab of sidential…

Q: A Moving to another question will save this response. Question 10 Refer to the truss as shown.…

Q: The continuous beam shown in figure : below ha a positive reinforcement consists of (4#19 bars)…

A: A beam is a direct member of a building or structure. It can be used to transfer the load from the…

Q: in., a = 3.3 in., and t = 0.8 in. For a vertical shear torce surface at B. d В b Answer: i 0.685…

Q: A square hollow steel structure with a wall thickness of t1 = 10 mm is pin linked to two gusset…

Q: A built-up with the cross-section shown below is subjected to a vertical force of 15 kN. The nails…

A: Draw the figure.

Q: The beam is constructed from three boards. Determine the maximum shear V that it can support if the…

A: Answer Answer of the above question is in second step

Q: For the beams shown: a) Draw S.F.D and BitNM.D b) Find Mmax and Vmax lokN Himge

A: Finding out SFD and BMD of beam.

Q: Design a rectangular one-way slab: clear dimensions (4 m x 8 m) to carry a superimposed dead load of…

Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

What the Top and Bottom
reinforcement at area A in X-
direction ? (you can use the symbol
Ф)
*
6.0-
-6.0
Aø12@200mm
B
BØ12@150mm
CØ16@200mm
Area A
Dø12@250mm
EØ16@250mm
A
Dimension in m
Figure (1): Slab with beams
0.5-
3.5
3.5
4.5
(B)

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

wlg äbäö To draw the shape below you need -- from the draw panel to use - - --- 35.6 140°. 80.0 120 120 80,0 Tog 100.6 one command O two commands three commands four commands
Draw the FBD of member ABC 160 mm 90 mm 240 N A 180 mm В M D 320 mm 125 mm 300 mm
2. Determine Ig-g for the T-section shown. 40mm 209.545mm 250 mm g g 100.455mm 60 mm X- 200 mm
Q2. Find Iep -30 50 В 20 A 40 R=20 +-20 - y 20 40 Ix
Question 10 of 15 View Policies Current Attempt in Progress Determine the x-y and n-t components of the 32-kip force Facting on the simply-supported beam. F = 32 kips 11' B 17' Part 1 20 Find the angle B. ())) 42 C n -15
C 1m 6m A 30° Water Area of segment of = (1/2)r²[(1/180)0 - sine] a circle Gate ACB is in a shape of a sector of a circle whose radius is 6m as shown. Determine the following: a) Horizontal component FH is Blank 1 KN b) Vertical component Fv is Blank 2 KN C) Distance of FH from point "C" is Blank 3 m C) Distance of Fv from point "C" is Blank 4 m
1m 6m A 30° Water B Area of segment of = (1/2)r2[(n/180)0 – sine] a circle Gate ACB is in a shape of a sector of a circle whose radius is 6m as shown. Determine the following: a) Horizontal component FH is Blank 1 KN b) Vertical component Fv is Blank 2 KN C) Distance of FH from point "C" is Blank 3 m C) Distance of Fv from point "C" is Blank 4 m Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer Blank 4 Add your answer
4.3 #d
plss h8lp.
Locate the centroid y-bar of the shaded area. -y = (4 – x*}? 16 ft IT 4 ft
y y 785 mm -19.7 mm --- X 33.5 mm- 384 mm- Built-up Section Typical Section Ix = 4200 x 106 mm* %3D ly = 315 x 106 mm4 Area, A = 40100 mm2 --- I .. Calculate the moment of inertia about the centroidal x-axis
Which feature control frame would you use to tolerance the one-inch slot perpendicular to datum feature A and symmetrical with the four-inch feature within a tolerance of .005 at MMC in the drawing below? Use MMC and MMB wherever possible. 1.000-1.010 138 4.000-4.020 A. B. C. D. E. O E O O A с B B OD .005(M) A 4.00 .005 MA BM 1 005 (M) A BM 0.005MABM .005 M AMB 2.00 A