PROBLEM # 2 (50 points) A riveted structural connection supports a load P= 10 kN, as...
PROBLEM # 2 (50 points) A riveted structural connection supports a load P = 10 kN, as shown in the figure below. What is the value of the force on the most heavily loaded rivet in the bracket? Determine the value of the bearing stress if the plate is 15 mm thick. The line of action of the applied load passes through point D. 5 at 60 = 300 mm 150 mm A Bracket 20 mm rivets Gusset plate Р
PROBLEM # 2 (50 points) A riveted structural connection supports a load P = 10 kN, as shown in the figure below. What is the value of the force on the most heavily loaded rivet in the bracket? Determine the value of the bearing stress if the plate is 15 mm thick. The line of action of the applied load passes through point D. 5 at 60 = 300 mm - 150 mm Bracket 20 mm rivets 55 Gusset plate
PROBLEM # 2 (50 points) A riveted structural connection supports a load P-10 kN, as shown in the figure below. What is the value of the force on the most heavily loaded rivet in the bracket? Determine the value of the bearing stress if the plate is 15 mm thick. The line of action of the applied load passes through point D. -5 at 60 = 300 mm 150 mm Bracket 20 mm rivets Gusset plate
PROBLEM # 2 (50 points) A riveted structural connection supports a load P= 10 kN, as shown in the figure below. What is the value of the force on the most heavily loaded rivet in the bracket? Determine the value of the bearing stress if the plate is 15 mm thick. The line of action of the applied load passes through point D. K 5 at 60 = = 300 mm + 150 mm BI Bracket 20 mm rivets Gusset...
A riveted structural connection supports a load P = 10 KN, as shown in the figure below. What is the value of the force on the most heavily loaded rivet in the bracket? Determine the value of the bearing stress if the plate is 15 mm thick. The line of action of the applied load passes through point D. 5 at 60 = 300 mm 150 mm Bracket 20 mm rivets Gusset plate Р Page 2 of 3
2. A steel plate (Fig Q.2) is riveted to a vertical pillar. The three rivets have a 15mm diameter and carry the load and moment resulting from the external load of 8 N All length dmensions are in milimeters. The yield strengths of the matenials are (S 600 MPa and (S 350 MPa. Calculate the safety factors for a Shear of rivet when Say 0.57 S (10 pts) b. Bearing of met when σ--o 9 s, (10 pts) c Beanng...
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...
if you can just do a and b ( would be appreciate ) i
need to learn the concept
Fig. Q.1 2. A steel plate (Fig. Q.2) is riveted to a vertical pillar diameter and carry the load and moment resulting fro he rivets have a 15 mm civeted to from the external load of 8 KN. eters. The yield strengths of the materials are I length dimensions are in The (Sy)mvet 600 MPa and (Sy)plate 350 MPa. Calculate the...
our professor uses shigley's mechanical engineering
design 9th edition
2. A steel plate (Fig. Q.2) is riveted to a vertical pillar. The three rivets have a 15 mm diameter and carry the load and moment resulting from the external load of 8 kN. All length dimensions are in millimeters. The yield strengths of the materials are (Sy)ivet 600 MPa and (Sy)plate 350 MPa. Calculate the safety factors for a. Shear of rivet when Ssy-0.57 Sy (10 pts) Bearing of rivet...
A vertical load P = 150 kN is applied to a circular solid shaft which in turn is supported by a circular end cap as shown below. Both members are made of steel with allowable normal stress = 160 MPa, allowable shear stress 100 MPa, and allowable bearing stress 200 MPa. Determine the minimum required diameter of the solid shaft, and the minimum required outer diameter and thickness of the circular end plate. P 150 kN ds d 30 mm...