HW4: - The Inverted T section of a L-m simply supported beam has theproperties shown in Fig. (4). Find the flange width (b) so that themax =30 Mpa and o p max.-90 Mpa.allowable stresses G.mpremia20 mmW KN/mL(m)b(mm)Fot 4)100mm

Answered: Image /qna-images/answer/2e7ffebe-9a02-4f6a-919f-6b98bd761320.jpg

HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4). Find the flange width (b) so that the allowable stresses 6, max -30 Mpa and o. max.=90 Mpa. mpremi 20 mm W KNm L(m) b(mm) Fot 4) 100mm

HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4). Find the flange width (b) so that the allowable stresses 6, max -30 Mpa and o. max.=90 Mpa. mpremi 20 mm W KNm L(m) b(mm) Fot 4) 100mm

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: The beam AEFGB is subjected to the distributed loads, moments and point loads shown. Determine:…

Q: as a crosS as sh own OI Hange (b₂) and the web (b₁) and is subject to a maximum positive moment at…

Q: Sec.: C Q: Draw the shear force and bending moment diagram for the beam shown in Fig. and find…

Q: The beam shown has the following properties: steel cover=60mm, f'c=21 MPa, and fy-420 MPa. Determine…

A: Ultimate moment capacity: the moment which is acting on the beam at its full capacity is known as…

Q: Q3 The cantilevered bar in the Fig 3 is made from a cast iron material and is statically loaded with…

A: Perhaps the main part of building a house is structural engineering and design. Structural…

Q: C):-The rigid bar BDE is welded at point B to the rolled-steel beam AC. For the loading shown,…

A: Given data:- E = 200 GPa =200×106 kN/m2 Below diagram is given in question;

Q: a) Calculate the reaction force In the beam subjected to loads in the figure, at point B.

A: Note:-“Since you have asked multiple questions, we will solve the first question for you. If you…

Q: H.W -4: For the beam of sections and detail shown in Fig. find the maximum live load (PL) that the…

A: at section a-a b = 350 mmh = 600 mmfc' = 35 MPafy = 420 MPaArea of steel at bottom = 5- dia 25…

Q: Determine the Maximum Normal ste developed stress in the bar buth at the cim section Containing the…

A: Stress concentration for the fillet - wh = 5224 = 2.167andrh = 1424 = .5833Hence,K = 1.5 Maximum…

Q: The cantilevered W530 x 150 beam shown is subjected to a 8.5-kN force F applied by means of a welded…

A: F=8.5kN To find equivalent couple force system at point O

Q: For the plate shown, the distance d required to eliminate the flexural .effect at section a - a is…

A: True

Q: M 5' A L 4' B L -6 panels at 3' K L с J D L L I E H L F L G

A: The given truss is statically determinate truss and can be analyzed using the equations of…

Q: (2) For the truss loaded and supported As shown, use the Method of Sections to compute the ff: as…

Q: Calculate the bar forces GI, GE, and GD of the truss system for the loading situation given in…

A: Using joint and section method

Q: yc = PL 0A- A EI (b) the slope at end A. 10 For the beam and loading shown, determine (a) the…

Q: An I-section shown in Fig. is simply supported over a span of 12 m. If the maximum permissible…

Q: 5.1.20 The truss shown in the figure con- sists of-4 bays of 'K' structure. Each bay has 2 m long…

Q: te truss shov, there is a pan connecting the members at eagh joint. The force (kips) in Membet CD is…

Q: 1- A simply supported beam is composed of three plates, which are fastened together using bolts that…

Q: P6-1. In each case, calculate the support reactions and then draw the free-body diagrams of joints…

Q: The cross-sectison of a simply supported plate girder is shown in figure. The loading on the grider…

Q: Draw AFD, SFD and BMD for the following frame, and determine the following Horizontal Reaction at A…

A: Given Portal frame and asked to analyse it to find 1. Horizontal reaction at A. 2. Maximum…

Q: The beam carries a concentrated load P and a uniformly distributed load that totals 3P. Determine…

A: Determine the largest allowable value of P if the working stresses are 50 MPa in tension and 80 MPa…

Q: *C17-1. Use a computer program and determine the reactions on the truss and the force in each…

Q: 1. Draw the bending moment diagram ? 2. Find the value of the maximum bendig 3. Find the value of…

A: UDl of 4kN/m for 2m lies at the center of the beam Total load on the beam = 4x2 =8KN Apply…

Q: 180 mm mm 200 mm A B- 3.2 m 1.5 m 30 mm 30 mm

A: The given data is: Allowable Tensile stress = 4 MPa Allowable Compressive stress = 5 MPa Length of…

Q: Q4: Each of the links AB and CD is made of aluminum (E 10.9 x 10 psi) and has a cross-sectional area…

Q: Refer to the Column Interaction Given: F’c = 27.5 Mpa Fy = 414 Column diameter 400mm Main bar…

A: Step 1: Refer to the interaction Diagram so you can find the pg. and use the formula for the Area…

Q: properties. f’c= 30 MPa, fc=13.5 MPa, fy=400 MPa, fs=200MPa. e) The moment capacity of the beam…

A: Find lg y1 = 150mmy2 = 350mmA1 =300×200 =60,000 mm2A2 = 600×100 = 60,000 mm2 y= A1y1+A2y2A1+A2y =…

Q: TENI Q P 160 KN Beam S Hinge 2m 2 m- R

A: Given. Load = 160 kN PQ = 2 m QR = 4 m

Q: Determine the force in member BC of the loaded truss. The force is positive if in tension, negative…

Q: C): -The rigid bar BDE is welded at point B to the rolled-steel beam AC. For the loading shown,…

A: Given data:- The modulus of Elasticity, E= 200GPa.

Q: For the beams shown in Figures P4-21 , determine the nodal displace- ments and slopes, the forces in…

A: E = 70 GPaI = 3×10-4 m4 = 3 × 108 mm4 Determine the support reaction, force in each elements, nodal…

Q: 10.8m 8.1m D ALANISH 100KN 130kN 150KN 160kN 140KN H 120kN 8 panels @ 6m ea. = 48m Determine the…

Q: PROBLEM 1 P1, P2 30 kips %3D Determine the internal force in the ff. members: [ Select ] v 1. BD […

Q: 1200 I 1000 lb 600 lb u/2 H. Figure P-4-3.14 43.14. For the truss shown in Fig. P-4-3.14, find the…

A: To find force in member BE and BD

Q: N A F q C B D X 2a a a The figure above shows a static indeterminate beam ABCD. The beam has a fixed…

A: a = (40+40)/50 = 1.6m q = (40+25)/20 = 3.25KN/m

Q: 1. Determine the maximum shear W = 12 KN/m 4m 2m and moment of the beam loaded RI R2 shown.

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

Q: Draw the SFD and BMD for the following frame. 120 KN 30 kN/m 60 KN A 8 m CA 3 m 1 m B 6 m

Q: The beam shown in Fig. 3 carries a concentrated load of W and a total U.D.L load of 8 Determine the…

A: Safe working load is the older term of working load limit and also It is the breaking load of a…

Q: For the post-tensioned beam shown in the figure find the maximum usable moment capacity at midspan.…

A: material properties f'c= 5ksi, fpu= 270 ksi,…

Q: An I-section shown in Fig. is simply supported over a span of 12 m. If the maximum permissible…

A: A ) Span = 12 m Allowable bending stress = 80 N/mm2 To Find : What concentrated load can be…

Q: Q1/ A beam carries the loads shown in figure, if the tensile stress must not exceed 20 MPa and the…

A: Given Structure: Cross section. Maximum tensile stress =20 MPa Maximum compressive stress =70 MPa

Q: Can you explain why JG is not a zero force member because apparently IG is a zero force member

A: Step 1:Step 2: Note : I have considered reference axis as mentioned to simplify calculation,…

Concept explainers

Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

HW4: - The Inverted T section of a L-m simply supported beam has the
properties shown in Fig. (4). Find the flange width (b) so that the
max =30 Mpa and o p max.-90 Mpa.
allowable stresses G.
mpremia
20 mm
W KN/m
L(m)
b(mm)
Fot 4)
100mm

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 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

Which of the following members shown in the figure is a 2-force member? a. AD b. CB c. AB d. EF
Group - C- Design a simply supported rectangular reinforced concrete beam. Note: The self-weight of the beam is included. Wa u (D.L) 90 KN/M Wu (L.L) 70 KN/M 700mm 330 mm 7m- FY Mpa=350 Fc MPA= 21 No.oflayers=two Bar die =20
JC = For the beam and loading shown, determine (a) the deflection at C, PL 0 A P Bt² 2 EI (b) the slope at end 4. PL ↑P -L/3L/3L13 EI D
Give me right solution according to the question
A simply supported beam AB is loaded as shown in the figure. CDE is a rigid member.Draw SFD
HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4). Find the flange width (b) so that the allowable stresses o tension max =30 Mpa and o compression max.=90 Mpa. 20 mm W KNim L(m) b(mm) Fig 4)
What is most nearly the internal forces on member FG in the truss shown below 3 ft 5k B A fe-handbook-10-1.pdf O FG = 1.67 k (C) O FG = 13.33 k (T) O FG = 8.33 k (T) O FG = 20 K (C) 5k C D 10 k E F 4 @ 4 ft = 16 ft 5k G. H 5k I
For the truss structure in figure 6, draw the appropriate primary structure under unit loads of redundant. Write the compatibility equation 30 kN D E 耳。 A 3m Ay V20KN 3m |By 3m
How many zero force members are there in the truss shown? F. [E Hl100 '1 60 VKN kN 60 ♥kN Select one: O a. 4 O b. 2 О с. 1 O d. 3
icl Determine the member forcee in the members BC, BG, and Df. c20KN 20KN el. 4m AV 4*6 m= 24m
For the truss loaded below, find the force in member KJ, KD, and CD using method of sections. State whether themembers are in tension or compression
|%A• In. ? Asst. Prof. Muhammed Abbas المعلم منذ ۱۲ ساعات مضت. H.W.2: Find the 40 k force in each G member of the 5 k truss. 16 ft V17 F 10 k 10 k 16 ft 3 B - 8 ft- 8 ft- 4 ft 4 ft 4 ft 4 ft 4.