Question: Using E 7 0 electrodes, design a balanced fillet weld to resist a dead load of 1 5 0 kN and a live load of

Using E70 electrodes, design a balanced fillet weld to resist a dead load of 150 kN and a live load of 200kN.A572Steel is used for the plate (F,(:=345MPa,F4=450MPa
Using E 7 0 electrodes, design a balanced fillet

Step by Step Solution

There are 3 Steps involved in it

1 Expert Approved Answer
Step: 1 Unlock blur-text-image
Question Has Been Solved by an Expert!

Get step-by-step solutions from verified subject matter experts

Step: 2 Unlock
Step: 3 Unlock

Students Have Also Explored These Related Civil Engineering Questions!

Q:

CIVL 4 4 1 0 - AdVANCED STRUCTURAL ANALYSIS Weld Design Homework Design a welded connection to resist a service dead load of 1 8 kip and a service live load ( already reduced ) of 2 5 kip . All steel...

Q:

Analysis Assumptions Use the following parameters and simplifications/assumptions when analyzing the structure: Analyze the structure in 2D, as diagrammed in Dwg. No. P-601 Ignore the radius of the...

Q:

The connection details of a 6 . 0 m long UPN 3 0 0 profile are shown in the figure below. The element is connected to the gusset plate using fillet welds. The element is subjected to axial tensile...

Q:

LEVEL 3 DESIGN LOADS - WEST WING LOAD SDL LIVE LIVE CONCENTRICA PARTITIONS kN/m2 PSF DENOTED ON PLAN AREA kN/m2 PSF kN/m2 PSF KN KIPS 0.75 2.50 53 7.20 150 9.00 2 SLABS STAIRS ESCALATOR P1 15 15 0.75...

Q:

A section of an existing steel warehouse is shown below. The warehouse is constructed of different steelsections for its purlin, truss and column members. You were asked to perform an investigation...

Q:

Design an A36 steel (fy=36 ksi & fu=58 ksi) double channel tension member 22 ft long using AISC Channels table to transmit 30 kips dead load and 45 kips live load. Also design welded connection...

Q:

a) Calculate the seismic weights for all floors including level 1 and roof (use centreline dimensions in calculations). b) Calculate the Seismic Horizontal Design Action Coefficient and distribute...

Q:

Design of Steel Structures using the AISC Steel Construction Manual FINAL EXAM A beam B 1 carrying a uniformly distributed live load of 2 . 2 Kip s F t and a combined uniformly distributed dead load...

Q:

Final Estimating Project You are employed by a contactor that is replying to a tender for a small garage project in a small township in Northern Ontario. Your assignment is to compete an estimate of...

Q:

The frame shown below is supporting an external moment of 200 kN.m. Considering the members' relative flexural stiffness (in term of I and L) shown on the figure: 3-1) (12 marks): Determine the...

Q:

On January 1, 2017, Geffrey Corporation had the following stockholders equity accounts. Common Stock ($20 par value, 60,000 shares issued and outstanding).. $1,200,000 Paid-in Capital in Excess of...

Q:

If f(x) = 81x + 18x + 1 a) Use direct substitution to find lim f(x). x--1 b) Is f(x) a continuous function at x = -1? c) If this is a continuous function at x -1, what are all the criteria that it...

Q:

Misclassifying grants can affect net asset categorization. Nonexchange grants serve purposes, while exchange grants involve benefits. Private; indrect Public; direct Administrative: financial ....

Q:

Required information CP5-6 (Static) Making a Decision as an Auditor: Effects of Errors on Income, Assets, and Liabilities LO-5- 1,5-3 [The following information applies to the questions displayed...