A single plate tension member (200 mm x 10 mm) is made of 300W Steel. The member is connected through welded connection as shown. Calculate the total effective net area for shear lag Ane of the tension member. Gusset Plate 300 mm -Weld Tension Member Tr

A single plate tension member (200 mm x 10 mm) is made of 300W Steel. The member is connected through welded connection as shown. Calculate the total effective net area for shear lag Ane of the tension member. Gusset Plate 300 mm -Weld Tension Member Tr

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: Calculate the maximum shear force in the welds and the required weld size in the given figure. Where…

A: Given that :-A weld structure is given in the question with following specifications :P = 50 kNX =…

Q: The pressure tank shown is fabricated from spirally-wrapped metal plates that are welded at the…

A: To Determine Largest allowable gauge pressure, P

Q: The welded girder shown in the accompanying illustration has an external shear VD = 300 k and VL =…

A: VD=300 kVL=350 k

Q: Two plates of Steel A72 Gr 50 are connected with each as shown in Figure 5. E70XX Electrodes were…

A: Given:- Steel A72Gr500 fillet weld=7/16 To find:- design strength by LRFD and ASD

Q: PROBLEM 9.9 9.10 In the bolted connection of Figure 9.12, assume that the bolts are in. in diameter…

Q: Determine the total LFRD design strength and the total ASD allowable strength of the 5/16 – in E70…

A: We will solve this question in step no. 2

Q: o normal temperatures but wet in-service conditions. Assume =0.95 and the geometry factor is CA=1.…

A: 1 Area of the plate Ag Ag = 4×10 = 40 in2for A36 grade steel fy =36000…

Q: Determine the design tensile strength, Pn, of a 3/8 x 6 plate tension member shown in the figure.…

A: 38×6 plateFu = Ultimate strength = 58 ksiFy = Yield strength = 36 ksi

Q: The pressure tank shown is fabricated from spirally-wrapped metal plates that are welded at the…

Q: Fillet Welds Oriented Longitudinally and Transversely to the Load The two 4 x 4x3/8 angles shown in…

Q: Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is…

A: Given- Properties of WT- 12×38Ag=11.2 in2y'=3.0 inbf=8.99 inA992 steel-fy=50 ksiFu=65 ksiLL=3DL

Q: The connection of the drawbar and tie plate combination given below will be made by welding with two…

A: Welded connections: The point at which two or more pieces of metal are joined together is known as…

Q: A hanger is suspended from a plate that is welded to a wide flange beam as shown. The plate requires…

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

Q: Two 3/16" E70 fillet welds of 15 in. Iong are subjected to a load P. Using LRFD, compute the…

A: Answer (a) Minimum weld length requirement Minimum weld length may not be less than 4 times the…

Q: The details of an end bearing stiffener are shown in Figure . The stiffener plates are 9⁄16-inch…

A: A572 Grade 50:Fy=50 ksi Calculating the bearing strength: Apb=6-0.5×916×4=12.38 in2Rn=1.8 Fy Apb…

Q: Material Strengths: Fy= 248 MPa, Fu= 400 MPa Method: Use ASD. A single angle L203X152X19 is welded…

Q: Rework Prob. 14-25 if the load is increased from 40 to 60 k and the horizontal weld lengths are…

A: a} Use elastic method Consider the setion Assume a 1-in well as in figure Calculate the area of the…

Q: The connection is shown in Fig. 3. Two cover plates are applied to connect the steel plates by…

A: Given data:- The given size of fillet weld hf = 10 mm The tensile strength of steel plate f = 215…

Q: can be decided as the Class b section. Determine the design value of axial load capacity.

Q: A lap welded joint of A36 steel plates must hold a tensile load. The lower plate is .5 inches thick…

A: Lower plate tensile load = 0.5 inch thickWidth of lower plate = 7.7 inch wideUpper plate tensile…

Q: Q1 Two 3/16" E70 fillet welds of 15 in. long are subjected to a load P. Using LRFD, compute the…

A: Answer We are given size of weld (w)= 3/16 in Length of weld L = 15 in E 70 electrode

Q: A channel C250x37 mm section is welded to a 9 mm gusset plate. Welding is not permitted on the back…

A: Slot Weld : Slot weld is used to attach flat plates using one or more holes in the top part. To fuse…

Q: The equivalent stress for welding in given bracket connections would be if t = 5mm e i.e. Effective…

A: Effective throat thickness of weld te=5 mm,Fe410 steel & shop welding case,To Find-The value of…

Q: The equivalent stress for welding in given bracket connections would be if t = 5mm e i.e. Effective…

A: Effective throat thickness of weld te=5 mm,Fe410 steel & shop welding case,To Find-The value of…

Q: Solve and determine the design strength of a 1 - in length of a 14- in fillet weld formed by the…

A: Given, size of weld =1 inlength of weld = 14 inTensile strenght, FEXX= 70ksi

Q: The torque (C) to be transmitted by a drive at the welds is 650 Nm. Knowing that the diameter of the…

Q: and L = ( 6.5 + 1.5b) inches. Determine the design strength oR, for the concentrically loaded weld…

A: Fillet weld: - It is defined as the process in which two metal pieces join together perpendicularly…

Q: A WT6x15 shape made from A36 steel will be welded along its flanges to a gusset plate.…

A: The objective of the question is to determine the LRFD available strength for gross tension yield of…

Q: cank has an inside diameter of 48 in normal stress perpendicular to the 55 O 480 psi

Q: Design a double angle tension member that is fillet welded to a gusset plate. Assume that the angles…

A: 1).Design and select a trial tension member See Table 5-8 on page 5-49 of the AISC manual. - Select…

Q: Problem 3. An un-equal leg angle L8x4x½ made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used…

A: Unequal leg angle, L 8 x 4 x 1/2" of ASTM 242 steel, Fy=50 ksi , Fu= 70ksi To Find: (a) Factored…

Q: In an industrial shed an edge support consisting of 2L-110 x 110 mm is to be connected to a 16 mm…

Q: ickness (S=5/8") with "A36" member steel (fy=36 ksi & fu=58 ksi).

Q: A C130x10 tension member is welded to a plate as shown in the figure. The channel is of Grade 350W…

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 single plate tension member (200 mm x 10 mm) is made of 300W Steel. The member is connected
through welded connection as shown. Calculate the total effective net area for shear lag Ane of the
tension member.
Gusset
Plate
300 mm
-Weld
Tension
Member
Tr

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

Two steel plates, each 400mm wide and 12mm thick, are to be joined together by a lap splice (single). The electrode to be used for the weld has a nominal tensile strength of 550Mpa. Determine the following:a. the maximum weld size that can be usedb. effective net area of the fillet weld using the maximum weld size allowed by the manualc. the maximum load that can be resisted by the weld using the maximum weld size allowed by the manual.
Please Use LRFD * ASD!
If the structural frame is replaced to structural steel and the connections is to be designed, determine the following Determine the centroid of the weld measured from the given origin A. Determine the direct shear load in the welds. Determine the required size of the fillet weld(E60xx) if the maximum resultant load is 750,000 N/mm
a welded connection is in eqilibrium under the action of the four forces shown. Knowing that FA=8lbs and FB= 16lbs, determine the magnitudes of other two forces *3dec places all final
See the image. Two steel plates are welded together. The thickness of the bottom plate is 10mm and the thickness of the top plate is 8mm. What is the maximum and minimum sizes of the weld.
Using SMAW process, E70 electrodes and an A572 steel. Determine thelength of the side fillet welds for the full capacity the 125x100x10mm angle tensionmember as shown below. Assume that the member is subjected to repeatedstress variations making any connection eccentricity undesirable. Check theblock shear strength of the member. Assume that the WT chord has sufficientstrength to develop the weld strengths and the thickness of its web is 12mm. UseU = 0.87 for class use and LRFD Method only.
Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch is to be considered to fit the gusset plate in the HSS. The steel used in the tension member is ASTM A500 Grade C HSS 6 x 0.5 with a length of 30 feet. a.) Find the shear lag factor b.) Find the Effective net area (Ae) c.) Solve for the tensile strenngth 16-inch-long fillet weld HSS 6 x 0.5 1/2 in. thick gusset plate 17 inch long
In an industrial shade on edge support consisting of two angle 110 mm x 100 mm is to be connected to a 16 mm gusset plate for a tensile load of 650 kN. Design the moment free welded connection. The distances of centroid of angle from the back side of legs are C₁=C₁ = 30.9 mm. The strength of the weld per mm thickness per mm length is 76 MPa.
A tension member splice is made with 14-inch E70 fillet welds as shown in Figure 5. Each side of the splice is welded as shown. All steel is A36. Determine the maximum service load, P, that can be applied if the live load to dead load ratio is 1.5. Note: Assume that the base metal shear strength is adequate (check the yielding strength for the gross area, fracture strength for the effective net area, weld strength and block shear strength). PL 5/8x8 4 in. Figure 5 2 PL 7/16x4