Using the figure, design the minimum dimensions and number of bars that is needed in order to sustain given load. Use the given loads as your dead load and type of use is residential fc' = 20.7 Mpa (NWC) ds = 10 mm

Using the figure, design the minimum dimensions and number of bars that is needed in order to sustain given load. Use the given loads as your dead load and type of use is residential fc' = 20.7 Mpa (NWC) ds = 10 mm

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: A triaxial sample was subjected to an ambient pressure of 200 kN/m2 and the pore pressure recorded w...

Q: Q.1a)Discuss the factors that contribute to Hydraulic conductivity in detail? b)Explain in detail t...

Q: A block weighing 100Nis held on a 40 ̊incline by a bar attached to a 150N block on a horizontal plan...

A: (a) Consider the free body diagram of 100 N block, Here, N is the normal reaction and C is the stru...

Q: Number of power set of {a, b}, where a and b are distinct elements. 3 4

A: Answer : option ( b) 4. is correct.

Q: : Two vertical steel rods support the rigid bar as shown. Initially, the rods are stress-free. Given...

A: here two vertical steel rods supports a rigid bar as shown in figure. the rigid bar has a over-hangi...

Q: A two-hinged parabolic arch of span 100 m and rise 20 m carries a central concentrated load of 100 k...

Q: A reinforced concrete beam has a width of 300 mm and effective depth of 500mm to the centroid of the...

Q: What is the best equipment cost per day for a 200 HP dozer with the following costs for a job that w...

Q: Try to solve for steady uniform flow past a cylinder of radius a in the limit of no inertia (Stokes/...

A: Flow past a cylinder: Let radius of cylinder be 'a' , The diagram for steady uniform flow past a cyl...

Q: period (B) is 120 days for an irrigated crop, then If duty (D) is 1428 hectares/cumec and base nerio...

A: This question is related to the Irrigation Engineering. In this question we calculate the Delta of c...

Q: 32. Find the present value in pesos, of a perpetuity of Php 15000 payable semi-annually if money is ...

A: Present value is as below,

Q: A section is given below. the beam has a span of bm with Fy:248 MPa. Compute For the Following: a) Y...

Q: dentify five different types of civil engineering material used in the construction of wastewater tr...

A: Following are the five different types of civil engineering material used in the construction of a ...

Q: Determine roller support reaction

A: Given data : The value of Point load P=5 KN The value of Point load Q=8 KN The value of Point load R...

Q: For the beam loaded as shown. 1. Which of the following most nearly gives the reaction at the...

A: Taking moment zero at pin joint , find reactions, Shear and Bending moment.

Q: A beam having a span of 4m is subjected to a maximum shear of 20 kN. It has a triangular cross - sec...

Q: If arcsin (6x + 4y) = 1.5708 %3D and arccos (2x + y) = 1.0472, find x.

Q: What will be the non-dimensional effective slenderness ratio (A) for a column of height 4 m which is...

Q: Determining Angles from Bearing Compute the angles formed from the follow set of lines whose bearing...

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of understandin...

Q: Determine the reactions for the given figure below using. Use E = 200 GPa and I = 210 x 10º mm4

Q: A simple curve connects two tangents XY and YZ. The survey data are the following: Bearing of XY = N...

Q: 1.) The beam has a width of 300 mm, an overall depth of 600 mm, and an effective depth of 520 mm. Th...

Q: 6 Ydu will obtain 2.0 L of tap water for you water hardness test. The water hardness test uses a pre...

A: We will solve this question in step no. 2

Q: QUESTION 2 The figure below shows a warren girder consisting of seven members each of 3m length free...

A: Solution: Taking moment about A and equating the same RDx6=2×1.5+4×4.5=21RD=21/6=3.5 kNRA=2+4-3.5R=2...

Q: What is civil engineering

A: To Determine What is civil engineering?

Q: Triangle ABC has sides a and b measuring 8.7 cm. & 12.4 cm, respectively. Angle A is 36°40'. Determi...

Q: From the figure shown below. 1. Which of the following most nearly gives the resultant reaction at ...

Q: Mass=2 kg Velocity=3 m/s Determine kinetic energy

A: Given data- Mass (m) = 2 kg Velocity (V) = 3m/s

Q: Construct the Top View of the Isosceles Triangle XYZ. XY is the base. HRP FRP X Y

Q: . Discuss the importance of flowsheet in process design.

A: Step: 1 “Since you have asked multiple questions, we will solve the first question for you. If you w...

Q: A segment of a Class I two-lane highway is on rolling terrain and has an hourly volume of 600 veh/hr...

A: "Since you have posted a question with multiple sub-parts. We will solve the first three sub-parts f...

Q: Consider water molecules in a water film that surrounds a silt particle. All the water molecules in ...

A: Consider water molecules in a water film that surrounds a silt particle. All the water molecules in ...

Q: From the beam shown below: Compute for the Reactions, Draw the Beam and Draw the Shear and Moment Di...

Q: 42. A bank offers a 12 % interest to be compounded annually. How much should a teacher deposit now i...

Q: The Property segments that can be defined with Define include: Rectangle and Round staad pro O True ...

A: Given data: Staad pro commands.

Q: The assembly shown in Figure 1, which carries a load of 30 kN, consists of two beams ABCD and CEF, a...

Q: a pollution-free stream at a flow rate known flow rate and concentration. Tl sume the nollutant can ...

Q: The maximum shear force at a section is 78 kN. An ISWB of height 380 mm, breadth 200 mm, thickness o...

Q: Classify the following DE as Linear or Non-linear. 1. +5+ 6y = 0 d'y dx2 dx 2. +x2 dy + x³ dy – xe* ...

A: To classify the given differential equations as Linear or Non-linear. A differential equation (DE)...

Q: What is the maximum number of 20 mm diameter bolts that can be accommodated in a single row on a 140...

Q: 11. The action or process of reducing or paying off a debt with regular payments. O a. Gradient O b....

A: Answer : option (d) Amortization is correct. More about amortization is given below.

Q: A flagpole is supported by three cables as shown in the figure. 1. Determine the tension in cable ...

A: Given R = 570 kN Structure with three cable. To Determine Tension in each cable.

Q: Horizontal stiffness coefficient, K,, of bar ab is 11 given by,

Q: a.) Determine the magnitude of the resultant. b.) Determine the moment about the origin. c.) Determi...

A: Given a system of forces as shown below, the magnitude and distance of the resultant from the orig...

Q: An equal angle of area A has been welded on one side of gusset plate and carries tension along the a...

Q: hiformly distributed loading, for the following s W16x, A36 steel, L = 18 ft, wp = 1.5 k/ft, w = 2 W...

Q: Diagram of the problem, necessary formulas, clearance and numerical solution What cross section mus...

Q: Jsing LRFD and A-50 steel, determine the maximum oad Pu that the system below can carry. Assume weld...

Q: Practice Problem 6.2 A 60 mm diameter rod one meter long, elongates by 2.5 mm under a load. Find the...

A: Given data: Initial diameter of rod D= 60 mm Initial length of rod L= 1 m =1000 mm Elongated length ...

Q: The unit weight of a soil sample is 1,900 kg/m³ and the unit weight of the soil particles is 2,660 k...

Concept explainers

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

USD
Using the figure, design the minimum dimensions and number of bars that is needed in order to sustain given load.
Use the given loads as your dead load and type of use is residential
fe' = 20.7 Mpa (NWC)
ds = 10 mm
cc = 40 mm
fyr = 415 MPa (Flexure bar)
50 kN/m (Self weight not included)
C
D
E
A
3m
3m
2m
6m
8m

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 3

VIEW

Step by step

Solved in 3 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

For the below wooden beam, under the given loading and dimensions: A 50 kN C 4 m w = 10 kN/m Is the beam deflection is within serviceability limit B 150 mmm 360 mmm
A timber beam shown in the figure is made up of Sasalit (50% stress grade). Use LRFD. All thegiven loads shown in the figure below are unfactored service loadings only, it does not include the weight of the beam itself. R₁ WD = 6 KN/m W₁ = 3 KN/m 2 m PDL = 5 KN 1 m PLL = 3 KN 1 m 2) What is the unit weight of the given wood, in KN/m³? 4) What is the actual reaction R₁ in KN? R₂ 3) What is the unfactored weight of the beam itself in KN/m? 500 mm 800 mm
The wood beam has an allowable shear stress of Tallow = 8 MPa . (Figure 1) Part A Determine the maximum shear force V that can be applied to the cross section. Express your answer to three significant figures and include the appropriate units. HÀ ? Figure Value Units V = 50 mm 50 mm Submit Request Answer +100 mm-- 50 mm Provide Feedback | 200 mm 50 mm
A timber beam shown in the figure is made up of Kamagong (50% stress grade). Use LRFD. All the given loads shown in the figure below are unfactored service loadings only, it does not include the weight of the beam itself. What is the moment of inertia of the beam in mm4 with respect to x-axis?
Determine whether the compression member shown in Figure is adequate to support the given service loads using AISC equation for the design of Compression member. Use the suggested ACTUAL fixity factor recommended by the AISC k =0.8. NOTE: k1=1.0625 D = 560 kips L = 68 kips k=1.33 tf=0.735 A992 STEEL Fy = 50ksi Fu = 65ksi d=12.4 W12X79 tw=0.47 20' W12 × 79 Ag=23.2 in^2 A992 steel rx = 5.34 in bf=12.1 ry = 3.05 in A. Compute the Ratio of (width to thickness ratio and its limit of the unstiffened elements). Round your answer to 3 decimal places.
Part A The beam is made of material having an allowable tensile and compressive stress of (o), 125 MPa and (Galow)e = 126 MPa, respectively (Eigure 1) Determine the maximum allowable internal moment M that can be applied to the beam Express your answer to three significant figures and include the appropriate units. Figure 1 of 1> H HẢ Mmax = Value Units Submit Request Answer 300 mes M 0 mm < Return to Assignment Provide Feeatack 30mm 150 mm 150mm
Determine the tensile development length required a) using ACI Equation, assuming Ktr = 0 b) using ACI Equation and the computed value of Ktr fy = 420 MPa and f'c = 28 MPa #10 stirrups @ 150 mm 620 mm o.c. 700 mm 4#25 [ 80 mm 80 | 3@100 mm | 80 = 300 mm mm mm 460 mm
Calculate the available strength of the W360  179 column with unbraced lengths of 9 m in both axes. The material properties and loads are given below. The column is verified for ASTM A992 (Fy= 345 MPa) material. W360 x 179Ag = 22,800 mm2rx = 158 mmry = 95 mm
A W16X31 A992 steel is used as a beam. The beam has a continuous lateral support. The uniformly distributed load shown in the figure is a service load that consists of 50% dead load (included the beam weight) and 50% live load. Using LRFD, determine the following? Note: A992 STEEL Fy = 50 ksi Ag = 9.13 in^2 Zx = 54.0 in^3 a. Ultimate (Governing Load Combo) Maximum Negative Moment (at support) in kips-ft b. Ultimate (Governing Load Combo) Maximum Positive Moment (at midspan) in kips-ft c. The Flexural Capacity of the Beam in kips-ft d. Demand Capacity Ratio of Beam really need answer please
Determine the diameter of tensile member of circular cross-section. The following data is given: Maximum tensile load=10KN, Maximum compressive load=5kN, Ultimate tensile strength=600MPA, Yield stress=380MPA, Endurance limit=290MPA, Factor of safety=D4, Stress concentration factor=2.2. 1 Add file
A W6 x 15 structural steel column is 24 ft tall and is fixed at its base and top. It is braced (horizontally) at the midspan. These braces are pin-connected to the column's web. Determine the load that the column can support so that it does not buckle nor the material exceeds the yield stress. Use the undermentioned data: Q2 E = 29 (10)³ ksi Oy = 60 ksi %3D Ik = 29.1 in ly = 9.32 in (This question has no diagram)
Need in 1 hour pls, thank u! Two prismatic bars are rigidly fastened together and support a vertical load of 10,000 lb as shown. The upper bar is steel having a specific weight of 0.283 lb/in3, a length of 35 ft, and a cross-sectional area of 10 in2. The lower bar is brass having a specific weight of 0.3 lb/in3, length of 20 ft, and cross-sectional area of 8 in2. For steel E = 30x106 lb/in2, for brass E = 13 x 106 lb/in2. Determine the maximum stress in each material.