0:ll zain IQdocs.google.com/forms Ono one0/10find the tensile stress in upperplate in section 1-15180 kN80 kNB-bolt DIA. 10 MM80 kN80 kNB-bolt DIA. 10 MM30 MPa O33 МРа35 MPa37 MPano one+...300 mm

Width of plate (B) =300mm Number of bolt at section 1-1 (n) =3 Thickness(t) =8mm

Answered: 0/10 find the tensile stress in upper…

Engineering

Civil Engineering

0/10 find the tensile stress in upper plate in section 1-1 80 kN 80 kN B-bolt DIA. 10 MM 300 mm O-O O -------

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: ouble angle ISA 75mm x 75mm x 8mm back welded to one side of a 12mm sethave allowable stress 150MPa.…

A: Given:- ISA 75mm x 75mm x 8mm 12mm gussethave allowable stress=150MPa To find:- Allowable tensile…

Q: A 20-mm-thick plate is bolted to the flange of a T-beam to form a -200 mm 20 mm built-up beam. If…

A: Calculate the moment of inertia of I section…

Q: Determine the width w of the plate loaded as shown if the permissible stress in plates of joints…

Q: Determine the nominal tensile strength bused un the effective crenCAe) 2L5x3xリ4 LLB3 (two angles,…

A: Given Data: The two angle connected back-to-back are L 5x3x1/4 The diameter of the bolts is db=7/8…

Q: The steel tie bar shown is to be designed to carry a tension force of magnitude P = 120KN when…

Q: 10/10 find the tensile stress in upper plate in section 1-1 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80…

A: Width of plate (B) =300mm Diameter of bolt(d) =10mm Thickness of bolt (t) =8mm Number of bolt at…

Q: The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was…

Q: 8. The assembly consists of a steel bar A (Ast= 500 mm2, Est= 200 GPa, and aAL= 12 x 10-6), a rigid…

Q: For the what should be the mini mum tigure show n, dia meter OF the rivets attached as shown TF the…

A: bolted connection - nominal diameter - the actual diameter of the sunk ok the bolt is called the…

Q: A bolted connection shown consists of two plates 300mm x12mm connected by 4 - 22 mm diameter bolts.…

A: To determine the design strength of the bolted connection due to gross yielding of the plates using…

Q: Determine the design (LRFD) tensile strength (kN) of the angle shown based on fracture on net area.…

Q: The bolted connection shown must support an applied load of P= 2200 kN. The average shear stress in…

A: P=2200kN To find diameter of bolt

Q: A flanged bolt coupling consists of 6 - 12 mm - diameter bolts on a bolt circle of 320 mm i…

A: Given data in question Shearing stress Torque Diameter To find out Additional number of bolts…

Q: A double angle ISA 75mm x 75mm x 8mm back- to-back welded to one side of a 12mm gussethave allowable…

Q: 10/.. find the shear stress in bolts (4 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM…

A: Given, P = 80kN Diameter of bolt = 10mm No. Of bolts = 8, Shear stress on the bolt=…

Q: Compute the available block shear strength of the gusset plate. a. Use LRFD. b. Use ASD. 7"- PL ½x 6…

A: LFRD Method Limit State Design (LSD), also known as Load And Resistance Factor Design (LRFD), is a…

Q: THE TENSION MEMBERS IS COMPOSED OF A 200x150x10 mm THICK ANGLE CONNECTED USING 21…

A: 1. The formula to calculate the net area of the section is given by, Anet=B-ndt…

Q: 1. Two plates each with thickness 7=160mm are bolted together with 6-22 mm dia. bolts forming Bolt…

A: Given: t = 16 mm db = 22 mm dbo = 22+2=24 mm s1 = 40 mm, s2 = 80 mm, s3 = 100 mm d = 25 mm fu = 483…

Q: A 12.5 mm x 150 mm plate is connected to a gusset plate having a thickness of 9.5 mm. Diameter of…

A: Given: 12.5 mm X 150mm plate thickness, t = 9.5 mm Dia of bolt = 23 mm Fy = 219 MPa Fu = 311.9 MPa

Q: A 5-lb force is applied to the handles of the vise grip. Determine the compressive force developed…

A: Free body diagram of the given problem:

Q: Prob. 2.9-8. The steel eyebar in Fig. P2.9-8 has cross-sec- tional dimensions 25 mm x 100 mm. To…

Q: 4.) A 150 x 90 x 12 angular section is welded to a gusset plate as shown in the figure. The angle is…

A: To Determine Design force, P

Q: See image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both…

Q: 10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN B-bolt DIA. 10 MM 80 kN 80…

Q: A channel shown is attached to a 12 mm O Determine the effective net area that gusset plate with 9 -…

A: As per Bartleby's guidelines we are supposed to answer only first 3 sub parts. Kindly repost other…

Q: 6–82. A 5-lb force is applied to the handles of the vise grip. Determine the compressive force…

A: Given:- Applied force = 5 lbs

Q: If the eyebolt is made of a material having a yield stress of OY= 275 MPa and the factor of safety…

A: Given data- Yield stress- σy=275 MPa FOS=1.45

Q: 3. Use the charts to determine the reinforcing bars to be placed in its end faces, P-120k.P-212k M,…

A: Given f'c=5ksify=50ksiPL=120kipPD=212kipML=75kip-ftMD=145k-ftb=14''h=20''cover=2.5''

Q: 5. A bolted lap joint shown in the figure below. The bolts are 20mn in dianeter in 23 mm holes. The…

Q: 5-5: For the welded 1"x8" flat plate tension member shown, determine the design tensile capacity…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: 2-A teel pod is stretck between two rigid walls ard carries a tensile Coad 4GOOON at c If the…

Q: Bronze Aluminum Steel A=400 mm A=600 mm2 A= 300 mm? 2P ЗР 4P P -3 m -5m- -4m Three round bars welded…

Q: ple shear stress FT = 207 MPa. Use A36 steel with yield strength Fy = 248 MPa and a minimum tens h…

A: According to given data A butt joint is bolted using A325 bolts with a diameter of 22mm, with…

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

Q: H.W A shaft com Posed of Segments Ac,cD and DB s fastened to igid SuPPorts oand looded as shown, for…

Q: A single plate tension member (200 mm x 10 mm) is made of 300W Steel. The member is connected…

Q: The axial assembly consists of a solid 1.06-in.-diameter aluminum alloy [E = 9600 ksi, v = 0.31, a =…

Q: The bolt is made of a material having an allowable tensile stress of 140.44 MPa and an allowable…

Q: Channel sections are used as a purlin. The top chords of the truss are sloped at 6H to 1V. Trusses…

A: Given, Dead load=600 Pa Live load=800 Pa Wind load=1300 Pa Windward=0.5 Leeward=0.4 Fbx=Fby=248 MPa

Q: The 20mm diameter bolt fastens two wooden planks together. The nut is tightened until the tensile…

Q: EE- 3 in 3 in 8 in $ 2 in |1 in PL 1 × 8 The holes are for 3/4 -in Ø bolts

A: A plate is given we need to find out net area

Q: THE BUTT JOINT SHOON IN THE rEURE IS CONNECTED VSING FME 20 mm DIAMETEE BOLT. It THE TENSION FIRCE…

Q: 10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80…

Q: A threaded rod and nut arrangement are guided with two washers, upper and lower washers tightened…

A: a) The stress in lower washer between the plate, There are four bolts are used, load on each bolt…

Q: g method of members ember FH, GH and GI. I pression. D F G₁ A B -C₁ E

Q: a welded connection is in eqilibrium under the action of the four forces shown. Knowing that FA=8lbs…

Q: The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was…

Q: 10/ find the bearing stress between bolts and plate 80 kN 80 kN B-bolt DIA 10 MM 80 kN 80 kN 6-bolt…

A: Given that: Total load on joint, P = 80 kNTotal Number of bolts, n =8Diameter…

Q: (4) The A-36-steel band, made up of two halves, is 50 mm wide and is secured around the smooth rigid…

A: Solution; Given that; Width of the band, b=50 mm Tension Force, F=2000 N The thickness of the band,…

Q: 4-10. Determine the maximum factored tensile force that can be applied as shown in Figure 4-34 and…

A: Given Section LX3X3X1/4

Question

0:
ll zain IQ
docs.google.com/forms O
no one
0/10
find the tensile stress in upper
plate in section 1-1
5
1
80 kN
80 kN
B-bolt DIA. 10 MM
80 kN
80 kN
B-bolt DIA. 10 MM
30 MPa O
33 МРа
35 MPa
37 MPa
no one
+
...
300 mm

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 Given

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 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

8. H / The beam shown below has across seclion of channel Shape with width 360mm.and haghs h= loomm, the web thickness ist= 14mm.Deler- Mine ihe Max imum tensile aud Compressive stressin the beam due to unifom Load? 360Mm 3.6KN/M 14m tiom Please Sir 5T CASIC f-991ES PL DATURAL u CALC (-)
sted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick 350mm JointB 250 mm Xg = 20x10% Eg = 90 G Pa -6 A, = 12x10/0 Es = 200 G Pa thickness> 16 mm 8 mm bolt %3D 12 mmi thick shear strength f bolf bearing streng th of holt= 100 la 50 MPa %3D Assume no failure will take place in steel or brass. Temperature chauge brass steel on Temperature change on Determine thai can be applied to system - the max
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
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
Q4\ Which of the following is a zero-force member? 3 8KN 4 G 4 エ子c D. 4 B AC BD IF ID
2- A 2m COPPER BAR SUBJECTEO TO A TENSILE IS SUSPENDED FROM A LOAD IBO KN SUPPORTED BY TWO IDENTICAL PIN THAT S pOSIS AS SHON OF THE LOWER AFPLIED TENSILE POSTS SUPPORT THE STEEL DETERMINE THE TOTAL DEFORMATION END OF THE LOAD HINT: NOTE THAT THE STEEL PIN WHERE THE COFPER BAR IS ATTACHED. COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am A= 4800 Mn E- l20 GPa 180KN
C Clego etto Ports Pleese see an aac 105. A member ABCD is subjected to a force system as shown in the figure B C 45+ 365 450 130 The resistive force in the part BC is (a) 365 (compressive) (b) 450 (tensile) (c) 85 (compressive) (d) 320 (compressive)
A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy-248MPA and Fu -400MPA. Gusset Plate Alowable Sresse Alowable tensle stress igross ara)0.00 Alowable tereile stres net area)0SOF. Allowable shear stress (net ares)0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85% O 138.24 KN O 140.14 kN O 157.93 kN O 304.00 N Next
3. Determine the maximum tensile capacity of a L 178 x 102 x 19 angle as shown below if bolt diameter = 24 mm. The long leg of the member is connected to a 24mm thick guest plate. Use A572M gr.345 steel material. Ta 76 → 76 V L178x102x19 mam 76 76 5 38 4. The tension member shown below is a C 310 x 30.8 of A572M gr 345 steel materials. Will it safely support a service dead load of 265 kN and a service live load of 555 kN.
9. The gusset shown is riveted to the column flange by 7-20mm diameter rivet single shear. Determine the stress in the most heavily loaded bolt. If the design shear stress is 400MPA, determine the ultimate load that the connections can carry. Using the design shear stress how much more torque can the connections carry? 140 kN 200 mm 175 mm 7- 20 mm bolts 150 mm 150 mm 150 mm
10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 10 MPа О 12.5 MPa 15 MPa 8.5 MPa O no one O ---.. O- O O 300mm 8 mm
PROBLEM 7. Determine the largest load P that can be applied the plate and bolts. The bolt has a diameter of 12 mm and an allowable shear stress of 80 MPa. Each plate has an allowable tensile stress of 60 MPa, an allowable bearing stress of 70 MPa, and an allowable shear stress of 30 MPa. Answer: P = 25 kips (controls) P/2 P/2 30 mm- 15 mm P 30 mm