ARCH+150+Midterm+SOLUTIONS+2022

pdf

School

San Francisco State University *

*We aren’t endorsed by this school

Course

150

Subject

Computer Science

Date

Feb 20, 2024

Type

pdf

Pages

13

Uploaded by GrandUniverse11552

Report
ARCHITECTURE 150 MIDTERM EXAM Fall 2022 Student Name: ______________________________ Section: ____________________________________ On my honor, I have neither given nor received assistance in the taking of this exam. Signature: __________________________________ Any work on the back side of the paper will NOT be graded. Please show all of your work in the spaces provided on the front side of each sheet. This exam is open book. You are prohibited from communicating with your classmates or others during the exam. Any student found violating this will
- 2 - Problem 1 (8 pts) Which of the following is the resultant of the two vectors shown above? Note the the drawings are not to scale. ( circle the correct answer) (process work is required for credit – show your work in the space provided below)
- 3 - Problem 2 (4 pts) Match each of the following lateral force resisting systems to its corresponding deflected shape. Write the letter that corresponds to the matching deflected shape in the box under each frame. A B C D E Problem 3 (4 pts) You are working on a hospital in Japan in an area of high seismic risk. At a preliminary design review there are various concepts being considered. Which is the most sensible approach to reduce the dynamic effects of seismic forces on the building? A. 8-story “L” shaped building B. 6-story symmetrical “+” shaped building C. 5-story square building D. You should not build a hospital in a seismic zone
Your preview ends here
Eager to read complete document? Join bartleby learn and gain access to the full version
  • Access to all documents
  • Unlimited textbook solutions
  • 24/7 expert homework help
- 4 - Problem 4B (9 pts) Solve for all the vertical and horizontal reaction forces. Your answers should indicate the location, magnitude, and direction of each reaction force. Problems 4A-B A person weighing 180lbs stands at the end of a cantilevered balcony with the dimensions and supports shown on the right. (process work is required for credit – show your work in the spaces provided below) Draw a free body diagram of the system, replacing the restraints (roller and pin) with all the relevant reaction forces. Problem 4A (3 pts) 10’ 180 lb 5’
- 5 - Problem 5 (4 pts) Which of the beams on the right are statically indeterminate? A. I, II, and III B. I and III C. II and IV D. I and II Problem 6 (4 pts) The shape which a cable assumes when the only load acting on it is its own weight is called a: A. Parabola B. Catenary C. Hyperbola D. Paraboloid Problem 7 (4 pts) The stiffness of a member refers to its resistance to: A. Deformation B. Impact C. Applied loads D. Abrasion
- 6 - Problem 8 (12 pts) Draw the shear and bending moment diagrams for the beam shown below. In order to receive full credit you must clearly identify the following pieces of information: (process work is required for credit – show your work in the space provided below) Vertical reaction at left end of beam: ______________ Moment reaction at left end of beam: ______________ The sign conventions that you are using for your shear and moment diagrams. Absolute maximum shear in beam: ______________ Absolute maximum moment in beam: ______________ Sketch of deflected shape of beam. gid00416 gid00416 gid00038 gid00038
Your preview ends here
Eager to read complete document? Join bartleby learn and gain access to the full version
  • Access to all documents
  • Unlimited textbook solutions
  • 24/7 expert homework help
- 7 - Page provided for Problem 8. gid00416 gid00416 gid00038 gid00038
- 8 - Problem 10 (4 pts) The moment diagram for a beam is shown below. Which of the following is the corresponding shear diagram? (circle the correct answer below) Problem 9 (4 pts) The ratio of stress to strain is called the: A. Plastic range B. Elastic limit C. Modulus of elasticity D. Yield point
- 9 - Problems 11A-C For the given floor plan, assuming a uniformly distributed load acting on the entire floor, answer the three questions below. The floor carries a combined dead and live load of 100psf. (process work is required for credit – draw the tributary area for each question and show your work in the spaces provided below and on the next page) 10 ' 6 ' 6 4 ' 4 ' 4 ' Col. 1 Col. 5 Col. 9 Col. 13 Col. 16 Col. 2 Col. 6 Col. 3 Col. 8 Col. 7 Col. 4 Col. 10 Col. 11 Col. 12 Col. 15 Col. 14 Col. 17 10 ' Problem 11A (4 pts) Which column carries the most load? ________ Problem 11B (4 pts) Which column carries the least load? ________ Problem 11C (4 pts) What is the magnitude of the load carried by column 11? ________
Your preview ends here
Eager to read complete document? Join bartleby learn and gain access to the full version
  • Access to all documents
  • Unlimited textbook solutions
  • 24/7 expert homework help
- 10 - 10 ' 6 ' 6 4 ' 4 ' 4 ' Col. 1 Col. 5 Col. 9 Col. 13 Col. 16 Col. 2 Col. 6 Col. 3 Col. 8 Col. 7 Col. 4 Col. 10 Col. 11 Col. 12 Col. 15 Col. 14 Col. 17 10 ' Page provided for Problem 11.
- 11 - Problems 12A-B The following questions refer to the plan below. All shear walls (shown in black) are of identical construction and are 8 feet tall. 3' 5' W N 10' 12' 5' 5' wall A wall B wall D 5' 5' 3' wall C 5' Problem 12A (4 pts) For a lateral load applied in the north direction, you would expect the roof diaphragm to: A. Rotate counter-clockwise B. Rotate clockwise C. Displace north evenly D. Displace north and rotate counter-clockwise Problem 12B (4 pts) For a lateral load applied in the west direction, you would expect the roof diaphragm to: A. Rotate counter-clockwise B. Rotate clockwise C. Displace west evenly D. Displace west and rotate counter-clockwise
- 12 - Problem 14 (6 pts) A beam supports the loads shown. What is the reaction at R1? (process work is required for credit – show your work in the space provided below) A. 20.3 k B. 17.0 k C. 15.3 k D. 13.7 k Problem 13 (6 pts) A solid round rod two inches in diameter and 10 feet long stretches 0.159” when subject to a tensile load of 50,000lbs. What is the modulus of elasticity of the rod? (process work is required for credit – show your work in the space provided below) A. 1,001,000 psi B. 10,010,000 psi C. 12,012,000 psi D. 29,000,000 psi
Your preview ends here
Eager to read complete document? Join bartleby learn and gain access to the full version
  • Access to all documents
  • Unlimited textbook solutions
  • 24/7 expert homework help
- 13 - Problem 15A-B You are exploring preliminary massing models for a project. Which of the following configurations experiences a larger total wind load for loading in the following directions? N E N E Problem 15A (4 pts) Which massing experiences a larger total wind load for wind in the north direction? A. A B. B C. Both the same Problem 15B (4 pts) Which massing experiences a larger total wind load for wind in the east direction? A. A B. B C. Both the same