Q2For the gable frame shown in fig. below, roof dead load = 60 KN/ m. Determine total static load applied on the member CB. And find a suitable E?XX is the most popular electrode used for fillet welds made by the SMAW method if length at both point B .and C is equal 30 cm %3D

Q2For the gable frame shown in fig. below, roof dead load = 60 KN/ m. Determine total static load applied on the member CB. And find a suitable E?XX is the most popular electrode used for fillet welds made by the SMAW method if length at both point B .and C is equal 30 cm %3D

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: 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: Situation 6: The lap splice shown will develop a full strength as shown in the figure. Us The width…

A: Data Given:Width of plate = 150mmThickness of plate = 12mmFy = 345To find out the size of weld by…

Q: Determine the maximum resultant stress on the 20mm fillet weld. L1 = 200mm, L2 = 250mm & L3 =…

A: Answer:

Q: Q4. A single strap single riveted butt joint joins two plates (12 mm and 10 mm), when the diameter…

A: Given: Plate thickness = 12 mm and 10 mm diameter of rivet = 14 mm c/c of adjacent rivets = 60 mm…

Q: A welded bracket connection shown below carries a load P. If the thickness of the weld is 8 mm. If P…

A: Thickness of Weld = 8 mm P= 180 KN A welded bracket connection is a type of joint in which a bracket…

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: Determine the a) normal stress in rod (1), b) the shear stress in pin B and the shear stress in pin…

A: To find out the normal stress in rod 1 and shear stress in pin A and B.

Q: Q2For the gable frame shown in fig. below, roof dead load = 60 KN/ m. Determine total static load…

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: An eccentric welded connection shown a factored load of 280 kN. Use E 70 electrodes for fillet…

A: The values and diagram given in the question are as follows: Factored load(F)=280 kN Ultimate shear…

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: 7. An angle ISA 150 x 75 x 10 mm thick, steel tension member is connected by its long leg to a 10 mm…

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: a. Use LRFD and design a welded connection for the bracket shown in Figure . All structural steel is…

A: Solution; (a) By allowable stress design: Calculate Factored load coming ion connection. Pa=D+L…

Q: Situation 1: The lap splice shown will develop a full strength as shown in the figure. Using E70 The…

A: d=39mm

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

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

A: given data allowable axial stress =60MPa allowable shearing stress = 110 MPa width of plate,b =100…

Q: Determine the resultant load on the most stressed bolt in the eccentrically loaded connections…

A: Consider the free body diagram;

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: An I-section bracket is connected to the column as shown. The size of weld is 6 mm on web and 10 mm…

Q: 10/10 find the tensile stress in upper plate in section 3-3 2 1 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN…

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: A bronze pipe (1) is to be connected to an aluminum alloy pipe (2) at flange B. When put in place,…

Q: Determine the maximum service load, P, that can be applied if the live load-to-dead load ratio is…

A: Solution:

Q: A joist cutting is used as bracket to support a factored load of 200 kN, It is welded to column…

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: Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by…

A: Shear Stress : Shear stress is the force which causes the deformation of a structure, component or a…

Q: d aluminum alloy [L2 = 800 mm; A2 = 667 mm2; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 =…

A: Equilibrium :P1+P2=PP2=220,000-P1

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: True or FALSE ?? In the analysis of line welds, the variable Ju has dimensions of length cubed

A: For analysis of line welds loaded in torsion, the quantity Ju is used, which is the unit second…

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…

Question

Q2For the gable frame shown in fig. below, roof dead
load = 60 KN/ m. Determine total static load applied
on the member CB. And find a suitable E?XX is the
most popular electrode used for fillet welds made
by the SMAW method if length at both point B
.and C is equal 30 cm
60 kN/m
6 m
30 kN/m
3 m

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps

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

Situation 4: The lap splice shown will develop a full strength as shown in the figure. Using E70 electrodes. The width of the plate is 50 mm and the thickness is 12 mm. Use Fy = 248 MPa T+ T4 O 29 mm O 30 mm 1. Which of the following nearly gives the diameter of the slot weld using the LRFD method. O 27 mm E70 O 28 mm T T
Explain please
DO NO OWAVE www.oukpak.com F06 unic 30KN 150 KN 20KN 3m =30" SOLVE FOR ACL SUPPORT 2m HINGE REACTIONS LN DICATE THE DIRECTICNS e UNITC 20 A B im
The single shear connection consists of six 26-mm-diameter bolts. If the ultimage strength of the bolts is 720 MPa, determine the factor of safety for the connection at an applied load of P= 570 kN. P=570 kN
Design an unequal angle section to serve as a tie member of 1.6 m length in a roof truss. It has to carry an axial load of 118 kN. The gusset plate is connected to the longer leg of the angle. Also design the fillet weld. Permissible stress in weld = 108 N/mm² Permissible stress in axial tension = 150N / m * m ^ 2 Thickness (t), sectional area (A), weight/m run (w), distance of centres of gravity along x-axis and y-axis. cx and cy maximum and minimum radius of gyration f max and r min are given for some angles for design.
The welded frame beam connection consists of the framing angle 100 x 75 x12.5mm and the column W12 x 72. The welds are 9mm fillet welds made with E70 electrodes. All members are A36 steel. 12.5 mm a.) Determine Pu base on the capacity of the welds. Use LRFD design Factors. W 12x72 Angular Section 75 m 18.75 18.75 Angular section Angular section 800
3) will upvote anyone who will answer
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
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.
Solve for joint @ A & C / AC
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.