Step 1: Draw reference planes parallel to the TOP plane at distances shown below:
Step 2: From the top , draw a square cross section on planes 1, 4 and 5. And draw circular c/s on plane 2 and 3.
Step 3: Use the Loft command and select the 5 profiles.
Step 4 : can use the Round tool to radius out the sharp edges







PLEASE RATE!
As stated in the problem, the shape and size of the cross sections may be changed...
Solid works problem. Please help me with the following solid
works problem. Please show dimensions(this means label the
dimensions of the vase), Label the vase similar to how its labeled
in figures 1 and 2 shown in the photo below. THANKS IN ADVANCE!
Solid works problem. Please help me with the following solid
works problem. Please show dimensions, similar to figure 1 and 2.
THANKS IN ADVANCE!
(10 points) Using SolidWorks (or other solid modeler of your choice), reproduce a...
5. The following questions are based on the drawings of root or stem cross sections shown in the figures. (15 points) (1). Refer to the figure. An eudicot root is represented by (2). Refer to the figure. A woody eudicot is represented by (3). Refer to the figure. A monocot stem is represented by (4). Refer to the figure. An eudicot stem is represented by (5). What type of plant growth does Figure I, II, or III represent? What type...
Problem 1. Consider the beam cross sections shown in figures (a) and (b). If the material comprising beams with these cross sections has allowable bending stress Allow = 25000 psi, either in tension or compression, determine the maximum bending moment each beam can carry. Assume elastic behavior. Take D=6 in. Problem 2. The beam shown has the cross-section indicated. Indicate the location along the beam where the maximum and minimum normal stresses occur in the beam. Determine the values of...
1. There is a conventional practice that allows the drafter to leave a feature unhatched, even though the cutting-plane line passes through it. Which of the following is not relevant to the conventional practice? a) Hole b) Spoke c) Web d) Rib 2. The type of section view wherein the cutting-plane line to accommodate several features that are not aligned is a (n) ______________ section. a) revolved b) removed c) Offset d) broken-out 3. If an inclined surface is perpendicular...
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume mm, by - 85 mm, 5 mm, 9 mm. Determine - 0.5 m, P. - 4.0 kN, Pg - 7.5 kN, Pe-2.0 kN, -85 (a) the maximum vertical shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress. See the coordinate system for the beam in the problem figure with the origin of the x axis at the feed...
11. Find the volume of the given right tetrahedron. (Hint: Consider slices perpendicular to one of the labeled edges.) 3. The solid lies between planes perpendicular to the x-axis at x= -1 and x = 1. The cross-sections perpendicular to the I-axis between these planes are squares whose bases run from the semicircle y = -VI-to the semicircle y = VI- 4. The solid lies between planes perpendicular to the x-axis at x= -1 and .x = 1. The cross-sections...
3. A beam with a hollow circular cross section of outer diameter D and inner diameter d. The length Lis fixed at a wall. Consider the following loading conditions, all applied to the beam at the midpoint of length L. For each loading scheme state determine the magnitude of that stress in terms of the variables given in the problem). (5 points) i. ii. iii. iv. V. Normal stress due to axial load F Shear stress due to torque T...
The below truss is made from three bars of the same steel material, all of which have circular cross sections with different diameters. The Young modulus of steel is E= 200 GPa, and yield stress of steel is Gyöeld=200 MPa (in both tension and compression). The force P=7 kN is applied at point C as shown (see Figure 4). All bars are pin connected at their ends. (a) Determine the minimum diameter of the bars so that buckling will not...
Please drawing the front view, top view and side view of this
drafing tools.
+ on the top view, draw a cutting plane AA’ to draw a section
view please.
+ Please drawing the isometric Pictorial drawing also.
Thank you!
t 1305-FINAL PROJECT B" You are showed a machined part, and you are to messure that part using e caliper Then you wil ransfer the neasurement into hand drawings with drafting tooks that you will be creating # for the...
20 points A stelange iron loaded in comprsin. is e to increseits ridity, Althogh the wo ends are atachd by ies ends (Figure 5.27a) are to be assumed. The length is 965 mm, the cross-sectional area is 0.4 m parallel to either side is 6 mm, but the minimum radius of gyration (about a centroidal axis at 45° to the sides) is only 5 mm. What comp 2 the and the yield strength 350 MPa. The radius of gyration about...