e fillet welds for the full capacity the 125x100x10mm angle tension member as shown below. Assume that the member is subjected to repeated stress variations making any connection eccentricity undesirable. Check the block shear strength of the member. Assume that the WT chord has sufficient strength to develop the weld strengths a

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

A:

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: rectangular plate of dimensions gure). The plate is subjected to a c -f 12.0 MPa in the short…

A:

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

A:

Q: SFCA Given: 975 LF of 3 4" base molding. Calculate painting quantity in square feet.

A: Length of molding = 975 linear foot Dimension of molding = 3.25"

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

A:

Q: Determine the shear Load that act on the fillet weld that joining two plates together if the working…

A: To find- Shear load

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

A:

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: 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: Determine the size of the weld using E60 electrode. Dead Load = 38 kip and LL = 95 kips (Service…

A: Nominal strength of  weld is given by Rn = fnw*Anw fnw = Nominal weld strength fnw = 0.6*fEXX  fnw =…

Q: Two steel plates, each 400mm wide and 12mm thick, are to be joined  together by a lap splice…

A: t = 12mm For thickness of main plate <= 1/2 inch (12.7 mm) (a) S (weld size) = 3/16 inch =…

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).