11.7 Use both equations to calculate the vibration period (Ta) for the following structures. Vibration Period The seismic provisions of ASCE-7 code provide two empirical equations for approximate calculation of the tall buildings' first mode vibration period. Equation 1: To = Cthnx* hax is the building height above ground (in feet); C, and x are given in the table below. Table - Values of Approximate Period Parameters Ct and x Ct X Structure Type Steel moment-resisting frames Concrete moment-resisting frames Steel eccentrically braced frames Steel buckling-restrained braced frames All other structural systems Equation 2: Tg = 0.1 N where N = number of stories above the base a) Two-story, 24 ft tall, light frame wood building b) Five-story, 70 ft tall, concrete moment-resisting frame building 0.028 0.016 0.03 0.03 0.02 0.8 0.9 0.75 0.75 0.75 c) Thirty-story, 320-ft tall high-rise with dual system of steel concentric brace frame and steel moment-resisting frames

11.7 Use both equations to calculate the vibration period (Ta) for the following structures. Vibration Period The seismic provisions of ASCE-7 code provide two empirical equations for approximate calculation of the tall buildings' first mode vibration period. Equation 1: To = Cthnx* hax is the building height above ground (in feet); C, and x are given in the table below. Table - Values of Approximate Period Parameters Ct and x Ct X Structure Type Steel moment-resisting frames Concrete moment-resisting frames Steel eccentrically braced frames Steel buckling-restrained braced frames All other structural systems Equation 2: Tg = 0.1 N where N = number of stories above the base a) Two-story, 24 ft tall, light frame wood building b) Five-story, 70 ft tall, concrete moment-resisting frame building 0.028 0.016 0.03 0.03 0.02 0.8 0.9 0.75 0.75 0.75 c) Thirty-story, 320-ft tall high-rise with dual system of steel concentric brace frame and steel moment-resisting frames

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Base on the Images provided of the 2023 Turkey Earthquake: 7.8 Magnitude and other data on the internet. explain: A. what causes the buildings to fail B. ,Building materialC. Structural SystemsD. Building Configuration E. Give your expert opinion base of 2023 Turkey Earthquake: 7.8 Magnitude as a engineer.
Show full solutions.
9:42 Von WiFi 83% 1) Justify the adequate of behavior of different structural material under different load conditions. 2) Determine shear force and bending moment value of statically determinate beam under Easily add text in PDF Add 5) Estimate load carrying capacity of column and strut subjected to axial loading using Euler and rankine theory. BV 2i To integrate quelities ike HUMANTY, SOCIAL VALUES, professional ETHICS and LEADERSHP in students in order to encourage contribution to Dciety. 13) To acquaint with moderm technicue and methad to emerge in acceptable dvil engineer in the competitive enviranment. 14) To collaborate with industry ard stakeholders for education, conultancy and research. (5) To encourage the students for higher studies. BHULABHAI VANMALIBHAI PATEL INSTITUTE OF TECHNOLOGY (DIPLOMA STUDIES) UMRAKH BIT . CIVIL ENGINEERING DEPARTMENT VISION: To be a centre of excellence to provide ethical professional diploma civil engineers. SEMESTER: 3rd COURSE NAME: STRUCTURAL…
A distance of 412.3 m was measured using a steel tape with a nominal length of 30 m, a cross-sectional area a = 0.000004 and a support gap of its entire length under a tensile force of ps = 5.5 kg, temperature 20 °, use the tape to measure the height difference between their ends (20) m (d = 20) The tape was supported with full strength, the height = 500 m above sea level, the temperature during the measurement in it = 12°, the tensile force applied during the measurement was p = 8 kg, the real length of the tape = 30.2 m, the coefficient of thermal expansion was α = 000006 and the modulus of elasticity E=203.23 × 10 ^6 kg /m^2 Determine the correct
5. For a 7 m simply supported beam whose cross-section shown in Fig. (5), it is required: a. Calculate the cracking moment at mid span. b. Calculate the instantaneous deflection assuming that the beam carries a uniformly distributed dead load (including self-weight) of 25 kN/m and live of 35 kN/m. 150 150 150 200 400 6#25 bars 100 All dimensions in mm Fig. (5)
10.10 A three-story building is modeled as shown in Fig. P10.10. The stiffness matrix and the mass matrix for the structure are, respectively, 800 -800 K= -800 2400 –1600 kips/in.. 0 -1600 4000 [1007 M = 0 20 kip-sec²/in. L00 2 One procedure for defining a system viscous damping matrix C that leads to a diagonal generalized damping matrix C is to employ Rayleigh damping, which is defined by C = a,M + a;K (10.76) This is also called proportional damping, since the damping matrix is proportional to a linear combination of the mass matrix and the stiffness matrix. The constants a, and a, can be chosen to produce specified modal damping factors for two selected modes. Combining Eqs. 10.74, 10.75, and 10.76, we get (a) Determine the Rayleigh damping coefficients ao and a, in Eq. 10.76 such that the 3-DOF system has damping facrors š, = 52 = 0.01 in its first two modes. (b) What is the resulting value of the damping factor §, of the third mode? u, m, = 1 kip-sec²fin. k, = 800 kips/in. m2 = 2…
Define the term "moment redistribution" and critically compare the conventional elastic method with moment redistribution method that are used in the analyse of concrete frame structures under design action.
A line was found out to be 2865.35 m long when measured with a 30-m tape under a steady pull of 6.5 kg at a mean temperature of 30 degC. Determine the correct length of the line if the tape used is of standard length at 20 degC under a pull of 5.5 kg. Assume that the cross-sectional area of the tape is 0.025 cm², elastic modulus of tape is 2.10 x 106 kg/cm? and coefficient of linear expansion of steel is 11.6 x 106 per degC.
Why do we study Break-Even-Analysis in the field of Engineering? Discuss this issue by focusing on the different conditions which are required to calculate break even Point.
Note: this is not a graded question please help us in this sample problem which is provided to us and please base your answer on the given choices thank you really need your help please