Total Mass= 2 tons Total Lateral Stiffness; k=10000 kN/m P(t) R₁ = Uol (usto 0 -2π(T) Po Po Id Po 2 td/Tn Figure 4.10.1 Shock spectra for three force pulses of equal amplitude. ld
Total Mass= 2 tons Total Lateral Stiffness; k=10000 kN/m P(t) R₁ = Uol (usto 0 -2π(T) Po Po Id Po 2 td/Tn Figure 4.10.1 Shock spectra for three force pulses of equal amplitude. ld
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
The shock spectra in evaluating the maximum response of an SDOF structure to different impulse loadings are given below. Consider the system is shown below, which represents a single-story building subjected to a rectangular blast load of P0=100 kN and td= 0.005s. Determine the Tn, Rd, maximum displacement and moment for the frame shown. The height of the frame is 3 m
![Total Mass= 2 tons
Total Lateral Stiffness;
k=10000 kN/m
P(t)
R₁ = Uol (usto
0
-2π(T)
Po
Po
Id
Po
2
td/Tn
Figure 4.10.1 Shock spectra for three force pulses of equal amplitude.
ld](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F55e0b56a-4e4e-41b8-916a-80fd52844d00%2Fcfcb2296-47ca-4001-995e-d739df014bb4%2Fmzkur9o_processed.png&w=3840&q=75)
Transcribed Image Text:Total Mass= 2 tons
Total Lateral Stiffness;
k=10000 kN/m
P(t)
R₁ = Uol (usto
0
-2π(T)
Po
Po
Id
Po
2
td/Tn
Figure 4.10.1 Shock spectra for three force pulses of equal amplitude.
ld
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