QUESTIC22-3 mintd' = 85mmDesign the section below as a doubly reinforcedbeam for resisting the ultimate positive moment of425 kN.m. Use the given data.800mmf = 21 MPa, f, = 420 MPaAssume d' = 85 mm.AsUse p25 mm for the tension reinforcement.For compression reinforcement, use only one bar.800mmdesign it?

We are given Ultimate Positive Moment Mu = 425 KN-m We know that Nominal Moment capacity is given…

Design the section below as a doubly reinforced beam for resisting the ultimate positive moment of 425 kN.m. Use the given data. f = 21 MPa, fy = 420 MPa Assume d' = 85 mm. ● ♦ ● Use p25 mm for the tension reinforcement. For compression reinforcement, use only one bar.

Design the section below as a doubly reinforced beam for resisting the ultimate positive moment of 425 kN.m. Use the given data. f = 21 MPa, fy = 420 MPa Assume d' = 85 mm. ● ♦ ● Use p25 mm for the tension reinforcement. For compression reinforcement, use only one bar.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.7.3P

See similar textbooks

Related questions

Q: An RCC beam having 200 mm wide and 400 mm effective depth is reinforced with Fe415 grade steel of…

A: RCC beam- B = 200 mm d = 400 mm Ast = 1000 mm2 Fe415 steel, & M20 grade concrete.

Q: A beam comprises of two metals (1 and 2). Both the metals are in contact as shown in figure. If a…

Q: Calculate the moments of inertia with respect to both centroidal axes for the areas shown

A: Square of side 80mm . To find MOI of inertia

Q: Problem 1-3: All stirrup information is provided, including spacing. You will find the resultant…

A: We know that Vc is shear strength provided by the concrete section and is given by Vc = 2f'c*bw*d…

Q: 1. Determine the moment over the support B of the beam shown in the figure. Using three-moment…

Q: An undrained triaxial compression test is carried out on a saturated clay sample under a cell…

A: Undrained triaxial compression test on saturated clay sample- Cell pressure σc=σ3=50 kN/m2,Deviator…

Q: 16 48 Front R32 22 96- 40- 16 16 16 24-8 16 64 12

A: We have to draw a top view of this given diagram. Top View - It is also called front elevation and…

Q: A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated…

A: B = 45 mm D = 205 mm F =275 kN L1 = 3.75 m L2 = 1.25 .

Q: Draw the shear and moment diagrams for the following beams

A: Given data in question Load 30 kN/m Span 5 m Moment 120 kNm To find out SFD BMD

Q: A load of 1000 N is applied as shown in figure, given cross-sectional area of bar 1 & 2 is 100 mm² &…

A: Axial load magnitude P=1000 N, Cross-sectional area of bar 1 (A1)=100 mm2 Cross-sectional area of…

Q: Describe Design by Contract” principles

A: Design by Contract is a software engineering approach that aims to improve software reliability and…

Q: figure below. The specific of oil is 0.8. (H₁-3m, H₂-2.6m, H3-4m, P-49.05 kPa, L=5m) 2.8. Calculate…

A: Given:- wide=4m specific of oil =0.8 H1=3m H2=2.6m H3=4m P=49.05kPa L=5m We have to find:- Force F…

Q: The number of vehicles arriving at the upstream of a freeway bottleneck (free of queues) is shown in…

A: Interval Upstream arrival rate, vph Queue length 6:00-6:15 4000 0 6:15-6:30 6000 10 6:30-6:45…

Q: A soil sample has natural void ratio of 0.8. The maximum void ratio is 1.6 and the minimum void…

A: Given that, Natural void ratio of soil= e= 0.8 Maximum void ratio = emax= 1.6 Minimum Void ratio =…

Q: A triangular channel flows with a side slope 1 H:3V. If the roughness coefficient and hydraulic…

Q: 6. Neglecting the effect of tides and waves, determine how far (in km) out to sea a boat will be…

A: Now here we have to determine the distanceWe have relationd=d1+d2d=total distance of horizon…

Q: Q.3/A three-span continuous beam ABCD is simply supported at A and D and loaded as shown in Fig. if…

Q: A watershed has four sub-areas. The annual precipitation and evaporation from each of the sub-area…

A: Precipitation is considered as the frozen water that is formed in the atmosphere and after that…

Q: 1. Determine the reactions and draw the shear and bending moment diagrams for the three-span…

A: To find the support reactions in the given beam and to draw the shear and Bending Moment Diagrams…

Q: 2.15m-2.15m2.15m2.15m2.15m2.15m 8 8 -1.25

A: Given:- concrete piles -450 X 450 mmm C1-1800 X 2000 mm C2-1600 X 2000mm To find:- total volume…

Q: b) E is constant, find the reaction forces and moments Using the Moment Distribution Method 400 lb A…

Q: What is the flow rate (Liters/Second) LT/S of the current passing through the AC pipe in the system…

A: Length of pipe AB =1000m Length of pipe AC = 800m Diameter of AB = 250mm = 0.25m Diameter of AC =…

Q: True or False? A singly reinforced section will have on layer of steel bars in the compression zone.

A: Beam or Section:- A beam is a structural component that supports all vertical loads and prevents…

Q: Topic: Basic Formulas Used in Steel Design: (Allowable Stress Design) ASD Problem: A simple beam has…

A: Span, L = 10 m UDL = 20 kN/m Properties of W450x70 A = 8700 mm² bf = 150 mm tf = 15 mm d =450 mm Ix…

Q: Design of Vertical Curve Given: PVI station=8+70 and elevation=140m g1=+3%, g2=-2% high point…

Q: Situation ili: The concrete pad shown in FIGURE SOM-003 is subjected to uniform loads. L=1m, La= 1.5…

A: Determine 1. Maximum shear force in the slab. 2. Maximum moment in the slab. 3. Location of zero…

Q: Question-fluid. Water is flowing through a pipe of 40cm diameter with friction factor equal to 0.06…

A: Diameter of pipe, D=40 cm Friction factor, f=0.06 The shear stress at a distance of 5 cm from the…

Q: a) Write the mathematical expression for one-dimensional flux for advection and diffusion. Do not…

A: a) Write the mathematical expression for one-dimensional flux for advection and diffusion. Do not…

Q: PROBLEM 2 Determine the reactions at the supports A and E ume The joints C and D are fixed…

Q: Determine the soil loss for the following conditions: Location: Yakima, Washington, K =0.02…

Q: A cast iron pipe has 300 mm bore and 10 mm metal thickness, and is supported at two points 8 m…

A: A cast iron pipe has Internal diameter = 300 mm metal thickness = 10 mm supported at two points = 8…

Q: 12-18. Determine the maximum slope of the beam. El is constant. 12-19. Determine the maximum…

Q: Draw a front view in autocad! USE AUTOCAD

A: Front View = It is defined as the projection view obtained by drawing perpendiculars from all points…

Q: Draw the bending moment diagrams of the following two cases a) P- JIN t f

A: Since two different cases are given, the first case is solved. Free body diagram:

Q: 5 in M 20 in 30° Q3.) The weight of the disk and the bar are 50 lb and 20 lb respectively. The…

Q: Please explain what you mean by "GIS," thank you.

A: A geographic information system (GIS) means a computer program that collects, stores, verifies, and…

Q: For the beam and loading shown, determine the reaction at the roller support. Assume that the…

Q: 2.4 For a given soil, the void ratio e, water content w, and specific gravity G, are found to be…

Q: A circular tunnel discharging 0.56 cu. m./sec. needs repair at its invert. In order to undertake…

A: Diameter of pipe(D)=18*0.0254 D=0.457m Total head loss(H)=0.6m Length of pipe(L)=94m f=0.019 K1=0.5…

Q: The members of the truss are 25mmx50mm in cross section. Determine the maximum load P that can be…

A: we have to determine the maximum load P

Q: Determine the second moment of area (Ixx) about the centroidal x-axis for the solid homogeneous beam…

Q: 90 MPa 55 MPa 70 MPa 55 MPa 90 MPa 65° TE 70 MPa The state of stress on an element relative to the…

A: Given : Required : Original state of stress and angle of rotation Stress at rotated element…

Q: Determine the factored moment for the doubly-reinforced rectangular beam section shown in Figure.…

A: GIVEN DATA

Q: Problem # 2. At room temperature (20°C) a 0.5-mm gap exists between the ends of the rods shown. At a…

A: T1 = 20°C & T2 = 140°C Aluminum AAl = 2000 mm2 EAl = 75 GPa αAl = 23 × 10-6/°C Stainless…

Q: Question An unconfined aquifer of porosity 35%, permeability 40 m/day and specific yield of 0.15 has…

A: An unconfined aquifer with, porosity, n=30%permeability, k=35 m/dayspecific yield, Sy=0.20Area,…

Q: For problem #14, what would be the predicted price of a BRICK home of 2000 square feet? O $104.300 O…

A: The relationship is given:- MODEL: PRICE = 35.40×SIZE+11000 BRICK + 3500 VINYL + 3000 STONE + 6000…

Q: • HW// . . Q3/ Use the Muskingum Routing method to route the following hydrograph. Knowing that the…

A: Muskingum Routing method Given that K = 24 hr x = 0.2 ∆t = 12 hrs

Q: Given the data below, design a section of sanitary sewer to carry these flows at a minimum velocity…

A: minimum velocity of 0.6 m/s, n=0.013 minimum cover above the sewer pipe is 1.5m

Q: a) E is constant, find the reaction forces and moments. Using the Moment Distribution Method 1 = 300…

A: E = constant Determine the support reaction and moment using Moment Distribution Method.

Q: A rectangular concrete beam 120 × 300 mm is prestressed by straight cable, effective force 180 kN at…

A: A rectangular concrete beam having, Area = A=120×300 mm=36×103 mm2. B=120 mmD=300 mm Effective…

Question

QUESTIC
22-3 mint
d' = 85mm
Design the section below as a doubly reinforced
beam for resisting the ultimate positive moment of
425 kN.m. Use the given data.
800mm
f = 21 MPa, f, = 420 MPa
Assume d' = 85 mm.
As
Use p25 mm for the tension reinforcement.
For compression reinforcement, use only one bar.
800mm
design it?

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: Calculation of Nominal Moment capacity

VIEW

Step 2: Designing as singly reinforced beam

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Pricing masonry, carpentry and finishing work

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

W3D 25 Y= 155 %31 1oow= 2500 KN 27=310mm X= 475 Z= 60 %3D 102=600mm
... Determine the nominal axial compressive strength, Pn for the following cases: a. L= 15 ft b. L = 20 ft Note: Pinned both end support W10 × 33 A992 steel r = 1.94 in E = 29000 ksi Fy = 50ksi L a) Blank 1 b) Blank 2 Blank 1 Add your answer Blank 2 Add your answer
PERFORMED AS REQUIRED. SHOW YOUR COMPLETE SOLUTION. 4.3-1 Use AISC Equation E3-2 or E3-3 and determine the nominal axial compressive strength for the following cases: a. L = 10 ft b. L=30 ft L W10 x 100 A992 steel FIGURE P4.3-1
Use 2015 NSCP. A compression member shown below with Fy = 50 ksi 30′ W12 x 87 A992 steel 1. Which of the following most nearly gives the value of critical buckling stress in ksi? 2. Which of the following most nearly gives the nominal strength in kips? 3. Considering ASD. Which of the following most nearly gives the allowable strength in kips? 4. Considering LRFD. Which of the following most nearly gives the design strength in kips?
Bearing P plate Let the allowable stresses in the post be ost=120MPaand oco=6MPA. Compute the maximum safe axial load P that may be applied. The moduli of elasticity are 200 GPafor steel and 14 GPafor a concrete. Each steel bar has cross-sectional area of 900mm2. Steel - Concrete - 300 mm 300 mm
Design the reinforcements of the given T beam below. bf=900mm bw=420mm tf-120mm d=550mm d'=80mm fc'=34MPa fy=415MPa USE NSCP 2015 A.Mu = 1300kN-m, As = mm2 B.Mu = 1800kN-m, As = mm2, As' = mm2
Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Determine the nominal axial compressive strength, Pn for the following cases: a. L = 15 ft b. L = 20 ft Note: Pinned both end support W10× 33 r = 1.94 in E = 29000 ksi Fy = 50ksi A992 steel %3D Note: Ag = 9.71 in^2 a) Blank 1 b) Blank 2 Blank 1 Add your answer Blank 2 Add your answer
H.W A Solid Steel bar of dlameter 6omm and length 350 mm is Placed inside an aluminum cylinder öf Inside diameter Femm and out side d lameter Ilomm, a comPressive load of looo lais applied on the assembly, find the stresses in the bar and the cylinder ? take Est = 200GPa and EAl = F0GPan %3D Cover Plate 0.25mm d- do 35omm A lum. cylinder Steel bar
A traffic light signal pole is subjected to the weight of each traffic signal 45 lbs and the weight of the road lamp 55 lbs . The weight of lateral arms is included in the signal and lamp weights. The people is fixed and the base and is made of round structural steel section HSS 14.000 x 0.25. The details of the pole section may be obtained form the Manual of American society of steel Construction (AISC Steel Manual). Analyze the principle normal stresses and the maximum shear stresses on elements A and B located at the base in the pole as shown in the sketch below.
4.9-7 Two plates %16 x 10 are welded to a W10 x 49 to form a built-up shape, as shown in Figure P4.9-7. Assume that the components are connected so that the cross section is fully effective. F, = 50 ksi, and K,L = KL = 25 ft. FIGURE P4.9-7 Problems 181 a. Compute the nominal axial compressive strength based on flexural buck- ling (do not consider torsional bucking). b. What is the percentage increase in strength from the unreinforced W10 x 49?
4- The reduction factor (Ø) is equal to 0.9 if the: Es 2 Ety +0.003 Es S Ety +0.003 Es S Ety 5- The design method which use the factored loads is Working stress method Ultimate design Method - None of above 6- If p< Pb therefore the section is - Under reinforced - Over reinforced - None of above 7- For any given section, if c= 150mm , d = 450mm, the ɛs is equal to - 0.003 - 0.006 None of above 8- If area of steel is 2455 mm² and Ø25 mm the number of bars are -(4) - (5) - (6)