Consider the two sections with their indicated properties below to answer the following:8-36 Ø1000 mmSection 1f'cfystirrupsCC324151050800 mm700 mm400 mmSection 2f'cfystirrupsCC600 mmrebar21415104032100 mmCalculate the depth of the neutral axis of section 1 in mm.Calculate the depth of compression block of section 1 in mm.Calculate the reinforcement stress of section 1 in MPa.

For the given section we have to find the 1 Depth of neutral axis (C) 2 Depth of compression…

Answered: 1000 mm Section 1 f'c 8-36 Ø fv 32 415…

Engineering

Civil Engineering

1000 mm Section 1 f'c 8-36 Ø fv 32 415 800 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: 14 70

A: solution given consider the figure into three areas A1=area of rectangle =70x70=4900 mm2y1=distance…

Q: H.W1: Draw I.L for RA, RE, VB, VC, VD, MA, MD, MC. 3m B + 3m C 2m D 4m

Q: Find the coordinate of centroid of the shaded area

Q: 20 kN 40 kN/m Al B. 150 LN-m -S m -3m

A: Free body diagram of the given problem:

Q: Olim 5x+ 2 4x2-1

Q: 2. 057 A. Convert the notes into a leveling notes of Rise and Fall and complete the data. B. Compute…

A: Formula If IFS2 - BS1 is positive then rise If IFS2 - BS1 is negative then fall

Q: 60 kips 20 EX/ Analysis all member C G 20' F 60 kips 20 15' 30 kips 15'

A: All data is given in the figure belowneed to findforces in all member

Q: a) SOLVE STEP BY STEP IN DIGITAL FORMAT DONT USE CHATGPT For the following structures, calculate…

A: To find the support reactions in the continuous beam shown in the figure using the equations shown…

Q: Pu 2. A 12mmx400mm steel plate has staggered holes arranged as shown. 100mm 100mm 100mm 60 mm 01 -04…

A: A 12mmx400mm steel plate is given, we need to find out a. The distance "b"b. The critical net areac.…

Q: Qパnele

Q: 3 kips 10 ft B Determine the forces in 3 kips 10 ft members FH, DH,EG and BE in the truss using the…

A: Method of the section: It is one of the processes used to determine forces acting on a truss by…

Q: What part of the connection shown does not comply with NSCP 2015 Section 510.3.3, 510.3.4 and…

A: Given data-

Q: Pu 2. A 12mmx400mm steel plate has staggered holes arranged as shown. ÇHİ 150mm 100mm 100mm 100mm 60…

Q: Given the figure below. Find the momemt of F about O. 4 ft F - (100- 120+75k) Ib 3 ft 5 t.

Q: 168 CHAPTER 2 Axially Loaded Members 2.5-8 A brass sleeve S is fitted over a steel bolt B (see…

A: To determine: The temperature rise that is required to produce a compressive stress of 25 MPa in…

Q: find cg and Ix and ly and Ixy ~ 15cm, 100m isan 40 cm 30cm 200m

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: FH on the curved gate. Is ------? If the gate width= 6 m Water 4m er=1mo B 264600 N (O 264600 lb…

Q: Situation 2. Determine the value of the plastic load Wn Jusing the concept of collapse mechanism For…

Q: *A vertical jet of water leaves a nozzle at a speed of 10 m/s and a diameter of 20 mm. It suspends a…

A: Given data:- The water leaves a nozzle at a speed of 10 m/s The given diameter is, 20 mm The given…

Q: 1. Describe the following commands in AutoCAD and its application:- a) Line. (CLO3:PLOS:C3) b)…

A: Line: This command is used to draw a line to join two points or to draw a reference line etc. Line…

Q: 5. 25 mm x- (horizontal) and y- (vertical) axis through the centroid of the two 250 x 25 mm steel…

A: Given Steel plate at top and bottom Channel section at right and left Welded together to form cross…

Q: Draw the following views of the figure below. (You can use AUT0CAD in showing different views)

A: Answer We can use the following steps to draw the orthographic views using given Isometric views in…

Q: In fig. FV on the curved gate is ---? If the gate width is 3 m

A: solution the force acting on the curved plate is given as F=γ×volume of water acting…

Q: Line AE AN Quad. Calculated bearing Azimuth tan-1(AE/ AN) AB 110 170 AC 200 -120 AD -120 -150 AE…

A: Finding out missing data.

Q: W14 × 82 A992 steel 13'

Q: 11-3 Why are tension splices required in some columns?

A: Tension splices are important for concrete columns by providing a means to connect and maintain the…

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

A: Let ∆ = 2.870mm

Q: Given: D . OD FD Tba= 56 N OD= 32° OA= 39° Lcd= 3.5m Lbc= 2.5m Find: Force at C for equilibrium FC…

Q: roblem No.1 Calculate the allowable uniform load W that the beam could carry. Assume fe' = 28M…

A: Given Characteristic Compressive strength of Concrete= 28 Mpa Design Strength of Reinforcement =…

Q: A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P = 210 kN.…

A: A double -angle tension member =

Q: 12тm 12тm 276тm

Q: C hi 3.2 m 5.8 m %3D hz 4.5 m 12 3.5 m h Shape Steel L203X152X25.4 %3D A992 Gr. 50 !! D Gage of…

A: First calculate the strength of member and then find force in member BE according to weight W and…

Q: Final answers shoul be in 4 decimal places and should also have the correct Magnitude, Units, and…

Q: 6. Solve the force at segment FCD due to the hinge at F. 6kips upward 2kips downward 7. Solve the…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: For the str4ctures lcaded as shown, determine the reactions at the sPPorts usin9 poth the graphical…

Q: x' V3x - 5 dx

Q: Draw the FBD of member ABC 160 mm 90 mm 240 N IS0 mm B. 320 mm D. 125 mm -300

Q: Note: Concrete clear cover is 75mm. Hook end length is 125mm. Along X Along Y H REINFORCEMENT DEP TH…

A: It is given in the details that 8 no. of 12 mm diameter bars has to be placed on shorter span And…

Q: Draw the following AutoCAD drawings

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

Concept explainers

Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.

Question

Consider the two sections with their indicated properties below to answer the following:
8-36 Ø
1000 mm
Section 1
f'c
fy
stirrups
CC
32
415
10
50
800 mm
700 mm
400 mm
Section 2
f'c
fy
stirrups
CC
600 mm
rebar
21
415
10
40
32
100 mm
Calculate the depth of the neutral axis of section 1 in mm.
Calculate the depth of compression block of section 1 in mm.
Calculate the reinforcement stress of section 1 in MPa.

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: Give data

VIEW

Step 2: Calculation part

VIEW

Step 3: Some remaining calculation

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 3 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

Can you help me explain step by step how to come up with that answer
Find RDx
WPS Office Mech-223-Chapter-IV-2B.pptx O X 1 Sign in 2 O Go Premium Menu v Home Insert Design Transitions Slide Show Q Click to find commands Animation Review View Tools X Cut - A A Q =-E- JA - H Align Text - A Picture AB E Reset += += Paste L copy Format Painter BIUSA - X² X2 2- E EE E E E E- E Convert To SmartArt - Text Box Shapes 8 Arrange From Current Slide New Slide Layout i Section - Slide Transition 주 × Outline Slides Apply to Selected Slides Setn 40 Example no. 3 None Morph Fade EFx = 0 Ax =0 Reveral Wipe Shape • Given the beam as shown: P Eangle e 41 Sh Dissolve News Wheel 50 kN Determine: 20 kN/m a.) Reaction at A. Modify transition 42 b.) Reaction at B. A B D Effect Options: None Speed: 00.50 「ちm Sound: [No Sound) Eangle m 1.5 m -* 1m > 43 3 m O Loop until next sound Advance slide Ay Rp v Click to change slides ) Auto, interval: 00:00 M Pak ld 44 Rehearse This Slide Apply to All O Play Slide Show = Click to add notes V AutoPreview Remarks - Comment E 88 O O 61% - - Slide 43…
Draw sfd and bmd
The two-way slab has been assumed to have a thickness of 150 mm. Check the NSCP 2015 equations to determine if the slab thickness is satisfactory for an interior panel. Use fc = 28 MPa, fy = 415 MPa and normal weight. What is the value of a Express fm 5.0m -5.0m -5.0m I
Please answer in complete solution and draw an fbd.Note: Please use the second picture as guide for the formulas. Thanks°
TOPIC: STEEL DESIGN (TENSION MEMBER) Please help me understand and solve the problem. I will give a like. Thank you.
A steel built-up section is made by 3-W760 x 314 steel sections as shown in the figure.Typical section details is given at the right side. With this,
23-25
9
Please Fill in the gaps below
A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P = 210 kN. The diagonal member is on a slope of 2V:1H, and is connected to the supporting beam by a wide tee. Steel strength and allowable stresses Yield strength, Fy = 248 MPa Ultimate strength, Fu = 400 MPa Bolt shear stress, Fv = 150 MPa Bolt bearing stress, Fp = 1.2Fu Bolt tensile stress, Ft = 195 MPa Determine the required diameter, d2, of the 4 bolts in shear connecting the wide tee to the flange of the supporting beam.