Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 7, Problem 7.8.1P
To determine
(a)
The adequacy of the tee and bolts in the hanger connection using Load and Resistance Factor Design (LRFD) method.
To determine
(b)
The adequacy of the tee and bolts in the hanger connection using Allowable Stress Design (ASD) method.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
*12-32. The double T-beam is fabricated by welding the
three plates together as shown. Determine the shear stress
in the weld necessary to support a shear farce af V = 80 kN
20 mm
150 mm
So mm
75 mm
So mm
20 mm
20 mm
2. A staggered riveted connection has rivets arranged as shown. Diameter of rivet is 28 mm. Use
AISCINSCP Specs. Fy 248 MPa, Fu = 400 MPa. Determine the distance "S" so that the area
area in chain ABCD is equal to the net area in chain ABD. Determine also the tensile capacity
of P.
45
10
350 mm
90
90 I
mm
60 mm
888
*7-32.d The double T-beam is fabricated by welding the
three plates together as shown. Determine the shear stress in
the weld necessary to support a shear force of V 80 kN.
20 mm
150 mm
TION
50 mm
75 mm
50 mm
20 mm
20 mm
Probs. 7-32/33
anscribed image text
Chapter 7 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 7 - Prob. 7.3.1PCh. 7 - Prob. 7.3.2PCh. 7 - Prob. 7.4.1PCh. 7 - Prob. 7.4.2PCh. 7 - Prob. 7.4.3PCh. 7 - Prob. 7.4.4PCh. 7 - Prob. 7.4.5PCh. 7 - Prob. 7.4.6PCh. 7 - Prob. 7.6.1PCh. 7 - Prob. 7.6.2P
Ch. 7 - Prob. 7.6.3PCh. 7 - Prob. 7.6.4PCh. 7 - Prob. 7.6.5PCh. 7 - Prob. 7.6.6PCh. 7 - Prob. 7.7.1PCh. 7 - Prob. 7.7.2PCh. 7 - Prob. 7.7.3PCh. 7 - Prob. 7.8.1PCh. 7 - Determine the adequacy of the hanger connection in...Ch. 7 - Prob. 7.9.1PCh. 7 - Prob. 7.9.2PCh. 7 - Prob. 7.9.3PCh. 7 - Prob. 7.9.4PCh. 7 - Prob. 7.9.5PCh. 7 - Prob. 7.11.1PCh. 7 - Prob. 7.11.2PCh. 7 - Prob. 7.11.3PCh. 7 - Prob. 7.11.4PCh. 7 - Prob. 7.11.5PCh. 7 - Prob. 7.11.6PCh. 7 - Prob. 7.11.7PCh. 7 - Prob. 7.11.8PCh. 7 - Prob. 7.11.9PCh. 7 - Prob. 7.11.10P
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
- Determine the adequacy of the hanger connection in Figure Account for prying action. a. Use LRFD. b. Use ASD.arrow_forwardA rigid bar AC is supported pinned supported at A and bar DB at B. See typical bolt connection detail. A concentrated weight, denoted as W is attached at the end of the rigid bar. L1 = 2.6 m L2 = 2.1 m H= 1.2 m W= 14 KN What is the required diameter of the bolt (in mm) at connection B given the allowable shearing stress to be 40 MPa ? Consider single shear. L1 L2 A B C H D इस W CONNECTION AT Barrow_forwardThe truss below is pin connected at A and E, and is acted on by the forces shown. E A D B Identify all of the ZERO-FORCE MEMBERS by checking the boxes below (if there are none, leave all boxes unchecked): BF AF BC BH CD EG -GH AB CH DG DH DE -FHarrow_forward
- Use an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused by the eccentricity.arrow_forwardWhere 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 Aarrow_forward3.6-5 Choose a pipe to be used as a tension member to resist a service dead load of 10 kips and a service live load of 25 kips. The ends will be connected by welding completely around the circumference of the pipe. The length is 8 feet. a. Use LRFD. b. Use ASD.arrow_forward
- the connection consists of a plate connected to another plate by five 25-mm diameter rivets. it carries a load P = 80 kN. Determine the shear stress on the bolt due to the effect of force alone.arrow_forwardACTIVITY The figure shows a roof truss and the detail of the connection at joint B. Members BC and BE are angle sections with thickness shown in the figure. The working stresses are 70MPa for shear in rivet and 140MPa for bearing stress due to the rivets. How many 19-mm diameter rivets are required to fasten the said members to the gusset plate? K.R.R.P. wwwwwwww 00 400 4m B 3m C 96KN 4m 6m 200KN E Am 3m F 96KN 4m H DETAIL OF JOINT B 75X75X6 mm ------------- · ET---- I 14 mm thick GUSSET PLATE P BC 75X75X13 mm P BEarrow_forwardThe bolted connection is subjected to a tensile force of P. The diameter of the bolt is d=60 mm. if P=200kPa. Determine the average shear stress (MPa) in the bolt.arrow_forward
- Determine the moment of the forces acting on the structure about point A. THIS IS AN EXAM. DO 90N DUPLICATE OR SI THIS IS AN EXAM. DONDUPLICATE OR SI THIS IS AN EXAM OR SI 50°OT DUPLICATE DUPI DO NOT DUPLI 2ON OR SH DO NOT B THIS IS AN EXAME DO NOT THIS IS A 0.7mm THIS IS AN EXAMA + THIS IS AN E EX 0.5m [CATE OR SH RICATE OR SI THIS IS AN THIS IS AN EXAM. UPLICATE OR SI ´HIS IS AN EXAM." DOI.OMT DUPLICATE OR SIarrow_forwardDe term ine the kin d and am ount of stress in e ach mem ber of the truss shown by the method of jo in ts in figure P 5-2 (page 76).- 1000lb 1000lb 1000lb 1000Ib 1000 Ib U. h = 20 ft 500lb 500 Ib L. L. RAV 6 pane ls at 10' - 6 ft RBy Note: 1. F o llo w strictly the lecture notes g iv en. Draw the FBD of e ach jo in t 2. Sum m a rize and tabu la te your answers. 3. Compu te the bar forces up to member U,L3 on ly because the truss lo a d in g is sym metric aland the bar forces of right sid e members are id en tic al w ith th e left s ide members. But you in c lu de th e rig ht sid e mem bers in have to the tabu la tion. 4. Show the com puta tio n ho w the leng th s were obta in ed. 5. Look for your own data in the table provided. 6. Copy the problem , data of problem and fig ure of the proble m TABULAT ION FOR SUMMAR Y OF COMPUTATION OF BAR FORCES METHOD OF JOINTS (PROBLEM P5-2 PAGE 76) Mem ber Identification Length Bar Forc e Туре of ft Ib force LOL1 10 3750 Tensio n L1L 2 10 Tension…arrow_forward1. An angle ISA 150 x 75 x 10 mm thick, steel tension member is connected by its long leg to a 10 mm gussset plate. Use 6 mm fillet weld on the toe and the back. Take the allowable unit shearing stress for weld metal 112.5 N/mm². In the welded joint find the force taken by the weld on the back. tion:arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage Learning
Steel Design (Activate Learning with these NEW ti...
Civil Engineering
ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning