CE243B - DESIGN AND RESPONSE OF RC STRUCTURAL SYSTEMS Problem Set #1: Dynamic Analysis Response History/Spectrum Due date: 1.1 and 1.2 April 9; 1.3 April 11
Problem 1.1 Response Spectrum Analysis
For preliminary design purposes, a 40 story, 480 ft tall, b
CE243B - DESIGN AND RESPONSE OF RC STRUCTURAL SYSTEMS Problem Set #3: UBC-97 Design and Evaluation Due dates: (1) (3) 2 May 2002 (4) 7 May 2002
For the four story reinforced concrete frame building given below, do the following for loads in the north-sout
CE243B - DESIGN AND RESPONSE OF RC STRUCTURAL SYSTEMS Problem Set #2: Collapse Mechanism Analysis & Incremental (static) Nonlinear Analysis Due date: 2.1 and 2.2 April 18; 2.3 April 23
Problem 2.1 Simple Frame
For the simple frame given below, conduct the
CE 142L
REINFORCED CONCRETE STRUCTURAL LABORATORY SLAB EXPERIMENT The slab experiment is designed to examine the load versus displacement response and ultimate capacity of a uniformly loaded, simply-supported, two-way slab. Calculations for the load displ
CE 142L
REINFORCED CONCRETE STRUCTURAL LABORATORY BEAM-COLUMN JOINT EXPERIMENT The joint experiment is designed to examine the load versus displacement response of a beamcolumn joint subassembly. The primary issues to be examined include: load-deflection
CE 142L
REINFORCED CONCRETE STRUCTURAL LABORATORY SLENDER COLUMN EXPERIMENT The column experiment is designed to examine the influence of slenderness on the axial load capacity of the column. The slenderness ratio of the column (kl/r) is approximately 70
CEE 142 REINFORCED CONCRETE DESIGN
PROBLEM SET #3 DESIGN OF BEAMS PS3-1, PS3-2, PS3-3 Due Wed 1/30/02
PS3-1 For the beam information given in Problem 2-2, compute the maximum quantity of longitudinal reinforcement allowed for cases (a) and (b) for 4,000 p
CEE 142 REINFORCED CONCRETE DESIGN PROBLEM SET #4 T-BEAMS & COMPRESSION REINFORCEMENT Due Wednesday 2/6/02
PS4-1 Problem 5-2 from MacGregor text. PS4-2 Problem 5-3 from MacGregor text. PS4-3 Problem 5-5 from MacGregor text. PS4-4 Problem 5-9 from MacGrego
CE142: PROBLEM SET #1 LOADS PS 1-1: Gravity Loads and Live Load Reductions A three-story, 5-bay office building as indicated is to be constructed in Santa Monica using UBC97 requirements (see Table 16-A). Use 20 psf unreduced live load for the roof (Table
CE 142L
REINFORCED CONCRETE STRUCTURAL LABORATORY BEAM EXPERIMENT The beam experiment is designed to examine flexural and shear strength concepts, as well as deflection calculations. Based on the experimental results, your report should provide detailed i