Answered: Design a purlin section for the…

Design a purlin section for the following data: Spacing of roof trusses c/c. 5m Dead load of roofing. 0.5KN/m Live load on purlin. 1.1KN/m Wind load on purlin. - 1.5 KN/m (Use IS CODE)

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: Determine the shear Load that act on the fillet weld that joining two plates together if the working…

A: Length of the weld = l = 7inThickness of the plate = t = .5inWorking stress = δ = 11300lb/in2.

Q: Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown.…

A: d (effective depth) = 430mm

Q: Which of the following best gives the purlin load wuy? See loaded purlin. The figure shown has…

A: Answer Roof slope (θ): tanθ = 12 θ = 26.565 degree Based on the given data, draw the tributary…

Q: Required information A 20-mm-diameter rod made of the same material as rods AC and AD in the truss…

A: Ultimate stress is the stress carried when ultimate load is applied on an specified area, beyond…

Q: REVISED PROBLEM: M3 HW 4 4. Six rivets are used in the connection shown in the figure. If both P= 50…

Q: Total load (LL+ DL) on a middle rafter after adjusting to horizontal projection =

A: given- a roof loading system required-total load on middle rafter in lb/ft.

Q: The largest load P that can be applied is approximately equals:

A: Stress in rod ABσAB=PABA95103Kpa=PAB0.0007PAB=66.5KN

Q: 1. Identify zero force memeber. (Draw the FBD of Joint contain zero force member) B H|100 kN 60 kN K…

A: Identify the zero force member (Draw the FBD of joint contain zero force member).

Q: The self weight of the beam has not been included in the estimated loads and needs to be accounted…

Q: square hollow steel strut if thickness 10mm is pin connected to two connector plates of thickness,…

Q: Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown.…

A: d(effective depth) =430mm = 430/25.4 =16.93"

Q: In the design calculation for purin, assume self-weight of the cladding is 0.05 kpa and self-weight…

A: To determine the ultimate limit load combination for the purlin, we need to consider the various…

Q: HiW@ Draw SitiD and BM.n for beam S hown by graphlal methds Ans/ yW/m Veny = 4 W, Vioy =-3 W hinge…

Q: 7. The bracket shown is welded on one side of a steel column with 800mm of 6mm fillet weld.…

A: Given data P = 44 KN Size of weld (S) = 6mm Length of weld = 800mm Due to symmetrical welding…

Q: The steel end-cap is fitted into grooves cut in the timber post. The working stresses for the post…

A: Consider the above given situation for calculation F.B.D from above situation

Q: Select all zero-force members in the truss shown below. Check the box for zero- force members 12 m,…

A: Given data Truss Point load Member length To found out Zero force member

Q: Fink trusses spaced at 20 feet on centers support W6 x 12 purlins, as shown in Figure 3.32a. The…

A: Given : W6X12 purlins. Service load : Metal Deck = 2psf built up roof = 5 psf Snow = 18 psf o…

Q: Wood planks are used on each working level. The deck width/bearer span is 5 ft.. The bearers and…

A: Deck width/ Bearer span = 5 ftYield stress (fy) = 36000 psiModulus of Elasticity (E) = 29×106…

Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with d-20-mm-dismeter bars…

Q: 75 mm - 300 mm Exercise #3: The short legs of four 6" x 4" x ½" angles are connected to a web plate…

A: The essentials of mechanics sound more appropriate to the structure of airplane and boats and…

Q: An existing beam section was investigated and found out the following elements: b=250mm h=450mm…

A: Breadth, b = 250 mm Height, h = 450 mm Concrete cover = 40 mm Diameter of stirrups = 10 mm Grade of…

Q: A T-beam with bf-425mm, tf-100mm, bw=250mm, h-350mm, cc-30mm, stirrups 12mm is reinforced by 6-32mm…

A: Answer We are given Width of flange bf = 425 mm Thickness of flange tf = 100 mm Width of web bw =…

Q: M=0.5kN.m A у P=2KN 5 KN m -0.25 1m 1.5m 0.75ml Choose an I-beam section that satisfies strength…

A: Given σallowable = 22 MPA τallowable = 12 MPA ΣFy = 0 RA +RB = 2 + 0.25(0.75) for UDL…

Q: ure A 2m B 2 m C 2 m D 4 m 500 N 700 N Part B Identify the zero-force members in the truss shown in…

Q: Situation #a A concrete co lumn has a diameter 4 300 mm. The Co lumn has G 8teel reinforcing bars.…

A: Given Data Length (L) = 1.105 m = 1105 mm Diameter (D) = 300 mm Radius (R) = D/2 = 150 mm Number of…

Q: e single shear connection consists of six 26-mm-diame Its. If the ultimage strength of the bolts is…

A: Number of bolt (n)=6 d=26mm P=570kN

Q: ASSIGNMENT #6 CASE 2 Purlin Design The figure shown has trusses 5.5m apart with midpoint sag rods…

A: Calculate roof slope θ=tan-112=26.565o Based on the given data, draw the tributary figure for a…

Q: TOPIC : TRUSS ADALYSIS (USWE METHOO OF JONoTS) comple te one tabe. TRIALS EXPERIM ENTA L OMPUTED…

Q: Figure 1.5 m E -2 m | 3 kN D B -2 m 1 of 1 > Identify the zero-force members in the truss. Check all…

A: A statically determinate truss is given, and we have to determine the zero-force member of the…

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: A built up section of A992 steel, Fy = 345 mPa is made from plates fully welded together. The…

A: Given: A992 steel Flanges section = PL 16x380 Web section = PL 12x500 Span, L = 10 m

Q: The figure shown has trusses 6m apart with midpoint sag rods and Purtins C150x12.5 spaced 2.5m on…

A: Answer Let us first calculate roof slope Roof slope (θ) tanθ = 12 θ = 26.565 degree Based on the…

Q: Assume a concrete cover or 40mm, 10mm stirrups and clear distance between layers of 25mm. For…

A: We have to find the value of concrete and steel stresses at the fixed support C as per the given…

Q: The five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in…

Q: A fully restrained beam shown, Find the deflection at midspan? Wo 2 Wo W%2 ↓t Wo 1/2 + t Wo-

Q: The steelwork framing plan for a floor system shows decks as D1-D12, beams and girders as M1 M20 and…

A: Question is based on the framing plan of the floor system. Dead load and live load are given in the…

Q: Select all zero-force members in the truss shown below. Check the box for zero- force members 3 m 12…

A: by observing joints we can find zero force members

Question

Design a purlin section for the following
data:
Spacing of roof trusses c/c.
5m
Dead load of roofing.
0.5KN/m
Live load on purlin.
1.1KN/m
Wind load on purlin.
- 1.5 KN/m
(Use IS CODE)

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

TOPIC : TRUSS ADALYSIS (USWE METHOO OF JONTS) complete one tabe. EXPERIM ENTA L OMPUTED VALUES TRIALS % EPOR VALUES, N TRIAL #I RA=O4459 K9 (6.5258 Ikg load at pt-C KF :0-3345 ka 3.2781 -2.99N (T) -4.39 N (T) (c) BOTTOM CADRO WEB TOP CHORD 6-17 H (C) B P16URE OF TROSS A
Figure 1.5 m E -2 m- 3 kN D B -2 m 1 of 1 Identify the zero-force members in the truss. Check all that apply. BE DE CD AB AE BD BC Submit Drouido Foodbook Request Answer
Given the following allowable stresses:• 50 MPa for shear in rivets• 100 MPa for bearing between a plate and a rivet• 80 MPa for tension in the platesDetermine the maximum load P that can be applied to the lap joint connected bythree – 16 mm diameter rivets. Note: Draw its FBD
The largest load P that can be applied is approximately equals: Arca - 0.00126 m oall - 45 MPa a)57 kN B Aren- 0.0007 m b)60 kN Weld allowable strength - 60 kN all - 95 MPa c)67 kN d)50 kN
Hand written and clean solution please
Find the max compressive and tensile normal stress of the beam below
Draw SFD and BMD for the single side overhanging beam subjected to loading as shown below. Mark salient points on SFD and BMD. 40KN 0.5m 30KN/m -20KN/m 0.7m A AN B C E 2m 1m 1m 2m Indpired by life
Method of Sections
Where is/are the location(s) of the maximum transverese shear stress? A simple I-beam is loaded as shown. 20 mm P KN PKN PKN Į Į -C B с D L/4 m L/4 m Midspan at point C Roller at E at the NA Section B at the top fiber Pin A at point C Midspan at point D Roller E at point D L/4 m L/4 m OE 20 mm 20 mm- 250 mm 150 mm 150 mm A
ASAP pls
(Design Of Steel Structures) 4. Beam ISLB 500 at 750N/m carries total factored uniformly distributed load of 300kN. It is supported on columns ISHB300 at 630N/m at each end. The connection is made is using M20 bolts of grade 4.6 and steel Fe410. Design the connection.
HiW@ Draw S.f.n and BiMin for beam shown by Naphial methds Anst hinge %3D M= 9 W.m 3m 2m 3m Mmny = -6 IW.m