can someone help me with this structural design II QUESTION
can someone help me with this structural design II QUESTION QUESTION 2 The bolted connection shown...
Could you please use AISC steel manual for the parts needed? 2- The bolted connection shown in figure below is connected with 7/8 in diameter bolts. The plate material is A36 steel. Calculate the effective net area of the plate. 2.5" 1 11/2 2.5 3" 3" 3/4" 3/4" 2- The bolted connection shown in figure below is connected with 7/8 in diameter bolts. The plate material is A36 steel. Calculate the effective net area of the plate. 2.5" 1 11/2...
please help solve these problems Section 19.4 High-Strength Bolted Connections 19.1 Compute the allowable tensile load for the single-shear lap joint shown. The plates are ASTM A36 steel and the high-strength bolts are g-in.-diameter A325 bolts in stan- dard holes. Assume a bearing-type connection with threads excluded from the shear plane (A325-X) 19.2 Rework Problem 19.1 assuming a bearing-type connection with bolt threads in the shear plane (A325-N). Section 19.4 High-Strength Bolted Connections 19.1 Compute the allowable tensile load for...
Design a slip-critical bolted connection for the following conditions: • All structural steel is A36 • Length = 10 ft. • The tension member is 2L7 x 4 x 7/16 LLBB. • The connection will be to a 3/8-inch-thick gusset plate • Service dead load = 50 kips and service live load = 100 kips. Provide a complete sketch showing all information needed for the fabrication of the connection. Use LRFD.
follow australian codes (a) The rigid bolted connection shown in Figure 4 is used to transmit a total vertical load of 350 kN applied as shown. Two bracket plates are connected to the flanges of the I section using the bolt groups (refer figure 4) and hence, the bolts are loaded in- plane. Determine if the bolted connection shown in Figure 4 can safely support the applied load (use cl. 9.4.1 AS4100 1998). The bolts are M20 of 8.8S grade...
ints) The connection below is a slip-critical connection. Calculate the design strength of the n assuming 7/8-in A325 bolts (threads excluded) with a factor for fillers, hf -1.0 Assume A36 steel tes, Class 8 faying surface and standard size holes. Check a. Gross section yielding of plates b. Tensile rupture of plates c. Slip-critical strength of bolts d. Bearing strength of bolts e. Shearing strength of the bolts f. Block Shear (Draw how the block 3 in 3 in o...
All information is given. The connection in the Figure below uses two rows of 7/8-in.-diameter bolts with three fasteners in each row. The load carried by the connection is (1.2D + 1.6L). The wood member is a 6% 16.5 DF 20F-V3 glulam with G=0.50. It is initially dry (at or near the EMC) and remains dry in service. SPLICE NOOD MEMBER {"STEEL SIDE'S + + + + + + + + + 6-1" BALTS EACH SIDE OF SPLICE Find: a....
Determine P mux for the bolted tension splice shown below using AISC LRFD specifications for the limit states of rupture. Consider the st All bolts are" diameter A490-N All holes are standard size. .The three splice plates are A36 platex" thick The two tension plates are A572 Grade 50 plate x ½ " thick. 1.5 Pu 2.5 1.5
Design the lightest available W14 (A992) tension member by the 2016 AISC LRFD for a truss that will carry service DL = 100 kips and service LL = 320 kips. The member is 30 ft. long. The flanges will be bolted to the connection plates (A36) with -in bolts so that four bolts will appear on the cross-section Assume there are at least three bolts per line, standard holes, and the connection is adequate. Hint: Consider all applicable limit states.
Question 8. Section 2-3 Shear Stresses 6. In the bolted connection of Fig. 2-8, assume that the bolts are , in. in diameter and that the allowable shear stress for the bolts is 14,500 psi. Based on bolt shear only, compute the safe allowable load P that may be applied 7. Compute the force required to punch a 1 in. diameter hole through a ½ in, thick boiler plate. The ultimate shear strength for the material is 42,000 psi. 8....
2) Determine the LRFD design tensile strength for the member and the bearing-type connection. The plates are A36 with Fu=58 ksi, and bolts are A490 7/8 in, threads not excluded from shear planes. Ooo | در انرا ا درا ا در 2 in 3 in PL x 12. 3 in 12 in PL 1 X 12 P/2 € P/2 + PLŐ x 12