A joist cutting is used as a bracket to support a load of 135 KN. It is welded to the column flange as shown in Fig. Ex. 10.12. Compute the size of the fillet weld. 0170 mm 135 kN 120 mm long - -I.S.H.B. 400 @ 759.3 N/m 120 mm long -I.S.H.B. 450 @ 855.4 N/m Fig. Ex. 10.12 ww

A joist cutting is used as a bracket to support a load of 135 KN. It is welded to the column flange as shown in Fig. Ex. 10.12. Compute the size of the fillet weld. 0170 mm 135 kN 120 mm long - -I.S.H.B. 400 @ 759.3 N/m 120 mm long -I.S.H.B. 450 @ 855.4 N/m Fig. Ex. 10.12 ww

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.5.2P

See similar textbooks

Related questions

Q: The rigid beam is supported by three 25 mm diameter steel rods with E=200 Gpa. If the rigid beam…

Q: Column 1 Column 2 а. Pavement in Minnesota A. Water Reducing Admixture b. Wastewater Treatment Plant…

A: a. Pavement in Minnesota - B. Air entraining admixture. b. Wastewater Treatment Plant - D.…

Q: 1. Figure Q1 shows a continuous beam with the roller support at A and B, and the pin support at C.…

Q: A cable is attached to a 1.00kg block A, is looped over a fixed peg at C, and is attached to plate…

A: Given: Mass of A, m = 1 kg, Plane angle= 30 deg MB = ?

Q: 2. Determine the internal moments of the beam shown, Support A settles 10mm. E=200 GPa, and I =…

Q: Problem 3. Draw the shear and moment diagrams for the simply supported bean 20 kN/m A C 1 m Rp B 3 m…

Q: The cost of building usually includes all of the following except a. any renovating or remodeling…

Q: Solution: Draw the inﬂuence line for vertical reaction at support B, shear at C and the moment at…

Q: A fill shall be compacted. A minimum of test/s for every 500 m2 should be performed for every lift…

A: Question is related to compaction of fill.

Q: SITUATION: It is known that the natural soil at a construction site has a void ratio of 1.0. At the…

Q: A tank contains three liquids; kerosene (s= 0.80), crude oil (s=0.90) and sea water (s=1.05) with…

Q: Compute the immediate deflections due to dead load and live load on the beam of the figure for…

Q: Given the beam loaded as shown. 60 KN 3 m 50 kN/m 10 kN-m A D 1m 5m

Q: A soil has liquid limit of 45% and plasticity index 19%. The plastic limit of soil will be

A: Introduction: The given question is related with geotechnical engineering . In this question we are…

Q: Compute the discharge in cubic meters per second of a stream by the Chezy formula (using Man ning's…

Q: Soil shall be considered expansive if Plasticity Index (PI) is 10 15 12

A: More plasticity index means soil have high potential of shrinkage and swelling tedency and causing…

Q: On a two-lane signalized intersection approach that has a peak 15-minute arrival rate of 900 vph, a…

A: Given data: 2- Lane peak 15-minutes flow = 900 vph saturation flow rate = 1800 vph per lane. cycle…

Q: Based on the below data from a sieve analysis test, what is the cumulative percent passing 630µm…

A: Cumulative percent passing 630 microne sieve= = (Cumulative mass retained on smaller size sieve /…

Q: In the truss system shown, calculate (a) the reations at support A and I, (b) The forces in cach…

A: Truss: - It is a pin jointed frame where bending moment does not exist in members carry only axial…

Q: A mixture of 1800 g of gravel with an absorption of 1.3% and 1200 g of sand with a surface moisture…

Q: 3. Neglecting losses, find the discharge in gallon per minute through the venturimeter as shown…

A: Diameter of inlet (d1) = 300 mm = 0.3 m Diameter of throat (d2) = 150 mm = 0.15 m Head difference…

Q: Determine the force (kN) in rod AB caused by the increase in temperature of the system.

A: Coefficient of thermal expansion: - It is the property of material which describes the changes in…

Q: A square footing has a dimension of 1m x 1m has its bottom 2.5m below the ground surface. Unit…

A: 1 ) provide water tabel 1m below the ground surface 2) provide depth of foundation as 2m .

Q: A simply supported beam has a maximum moment equal to 25 KN.m. The beam has a width of 200 mm and a…

A: solution maximum moment M =25KN-m width B=200mm depth D=250mm The dressed dimensions width…

Q: A vehicle was moving with tractive force of 70 kN and then turned on curve having turning angle 60°.…

A: Given data: Tractive force, T = 70 kN Turning angle, θ=60°

Q: AP = 50 KPa 3 m Sand Ydry = = 16 KN/cu.m GROUND WATER TABLE Sand 6 m Ysat = 18.5 KN/cu.m Clay Ysat =…

Q: A square footing has a dimension of 1m x 1m. Unit weight of soil is 18.1kN/m3 with cohesion of…

A: Given γsat = 19.3 Kn/m3γb = 18.1 Kn/ m3F.O.S = 3 Nc = 35Nq = 22Ny =…

Q: Check the adequacy of the rigid beam to column welded connection shown. The beam is a 410 UB 53.7 of…

A: For grade 300 PLUS fy = 350 N/mm2 By ASD fa (allowed strength) = fy/1.67 = 209.6 N/mm2 ζa (allowed…

Q: A simply supported wood beam of rectangular cross section and span length, L = 1.2 m carries a…

A: w = q = 5.4 x 0.14 x 0.24 = 0.18144 KN/m fb (allowable bending stress) = 8.5 N/mm2 ζ (allowable…

Q: Two soil specimens with identical geometric dimensions were subjected to falling head permeability…

Q: simply supported beam has a maximum moment equal to 25 KN.m. The beam has a width of 200 mm and a…

Q: Member AB is an A36 threaded rod, as shown in figure. The load is a service live load. Neglecting…

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

Q: Solve the folloWing problems rela 7. A solid spherical ball with uni sea (sp. gr. = 1.24). Find the…

Q: For a flow a net with Nf 5 and ND = 20, the shape factor. %3D %3D 4. 0.5 0.25

A: Given data in question Constants value To find out Shape factor

Q: Compute the flow rate over a weir considering the following situations: a. rectangular weir is used…

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

Q: SITUATION: The angle of friction of a compacted dry sand is 37°. In a direct she sand, a normal…

A: Normal stress=150kN/m2

Q: the BOD analysis on an industrial w: so that the initial bacterial density it ired to produce a…

A: using relationNt=NoektNt=20e0.04t

Q: 1. Draw and provide illustrations for the three–line and four–line geometries

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

Q: 48KN 60KN 3m 3m 2m 4m 12 kN/m 9 kN/m B 6m 8m 6m 21 4T 31

Q: SITUATION 1 The gate shown is 4.5 meters long. Neglecting the weight of the gate, compute the…

Q: A vertical sag parabolic curve has a length of 450m. Its back tangent has a slope of -3.20%. The…

Q: A joist cutting is used as a bracket to support a load of 135 kN. It is welded to e wlumn flange as…

Q: In Triaxial test, which of the following parameters do not need to be recorded the confining…

A: Brief concept introduction- Triaxial test- It is suitable for all types of soil. It can be of three…

Q: Determine velocity Mass=30 kg K.E=1200 J

A: m=30kg KE=1200J

Q: A joist cutting is used as a bracket to support a load of 135 kN. It is welded to the column flange…

Q: 2. Determine the moment of area of the given structural built-up section composed of a 8"x1" top…

A: Moment of inertia The moment of inertia, also known as the angular mass or rotational inertia, is a…

Q: A block having a mass of 50 kg is subjected to a horizontal force that is causing it to have an…

Q: Which of the following is not correct? edimentary Rocks usually not as strong as igneous rocks…

A: Igneous rocks are stronger than sedimentary rocks so statement 1 is correct . Soils which remain in…

Q: Construct the shear force and ber diagrams for the beam shown by t Neglect the weight of the beam.

Q: Effect of land drainage on run-off hydrograph.

A: Land drainage affect the rate of removal of precipitation from an area and hence it affect the…

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

A joist cutting is used as a bracket to
support a load of 135 KN. It is welded to the
column flange as shown in Fig. Ex. 10.12.
Compute the size of the fillet weld.
CL081
0170 mm
135 kN
120 mm long
I.S.H.B. 400
759.3 N/m
120 mm long
-I.S.H.B. 450 @ 855.4 N/m
Fig. Ex. 10.12
320

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

Compute the size of fillet weld for a bracket connection with ISMB 300 column as shown in figure. Permissible shear stress in weld = 110 MPa. %3D 425 mm 100 kN 300 Single 12 mm plate 250 mm
2. Determine the lengths of the side fillet welds required at the heel and toe of the angle shown. Allowable shearing stress through the throat of each weld is 124 MPa. L 150 x 150 x 13 L1 P1 108 13 150 mm T= 250 kN P21 L2 gusset plate 150
A tie member of a roof truss consists of 21SA 100 x 75 x 8 mm. The angles are connected by fillet weld as shown in figure on either side of a 10 mm gusset plate and the member is subjected to a factored pull of 450 kN. Take size of weld as 6 mm and connections are made in workshop. [Use Fe410 grade of steel] 75 m L. C. = 31mm 16A (100 x 75 x 8) mm Choose the nearest correct statements: L1 = 390.5 mm L1 = 195.25 mm Correct Option L2 = 87.75 mm Correct Option L2 = 175.5 mm
9) what is the weld capacity of the shear connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
i) what is the weld capacity of the shear connection in kips? (2 decimal places)A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
The following image shows a front and side view of the column connection. The bolts have a diameter of ¾”. The W12X65 profile has a thickness of 0.605”. Determine: a. The shear stress in the bolts. Answ. 11.81 ksi b. The axial stress in the bolts. Answ. 23.62 ksi c. The support stress in the W12X65 profile. 11.50 ksi
A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN applied along its centroidal axis which is 28.7 mm above the short leg as shown in the figure. Use an 8 mm fillet weld with a minimum tensile strength Fu = 483.33 MPa. Determine the length of a transverse fillet weld along the edge of the angle in order to avoid eccentricity of loading. Determine the length of side fillet weld required at the heel. Determine the length of side fillet weld required at the toe.
The welded girder shown in the accompanying illustration has an external shear V₁ = 300 k and V₁ = 350 kat a particular section. Determine the fillet weld size required to fasten the plates to the web if the SMAW process is used. E70. Use LRFD and ASD. PL1 x 16 Web x 48 PL1 x 16
Solve a 100 x 100 x 10mm angle is to be welded to a gusset plate shown. The angle carries a load of 185 kN applied along its centroidal axis. The maximum size of fillet weld that can be used in 8mm and the allowable shear stress of 94 MPa. Determine the lengths of the side fillet welds if a transverse fillet weld is added at the end of the angle. 71 mm 185 KN 29 mm
. A tie member of a roof truss consists of two angles are connected to either side of a gusset plates and the member is subjected to a working pull “F" as shown in table. Design the weld connection. Assume connections are made in the workshop Angle=ISA 60*40*8 mm Leg connected to gusset plate=60 F=300KN Gusset plate thickness =10mm also Draw
Given: The L8x4x½ shown below is welded to the gusset plate by its long leg. L₁ = 10" and L₂ = 7.5". L₁ L₂ Determine the gross area. 5.80 in² Calculate the length of the connection. 8.75 Calculate the eccentricity of the connection. 0.854" Calculate the width of the connected element. Calculate the value of the shear lag factor. Calculate the effective net area. in² II
The allowable unit stress in shear on a fillet weld is 15,000 psi, and the total actual length of the weld CANNOT exceed 3in. If the weld must transmit a total force equal to 9600 lb, it's size should be A. 1/2 in. B. 3/8 in. C. 5/16 in. D. 1/4 in.